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Plans (4) BU P2017 -00019 1 OF 2 0 a wo.„7., : :,„:,:.,_ . I • at _. . 14 ei fit • 110 .�-4.!' 1 a ry`': _ i r - ,'� r- �.;j'E ,. .���; •:roe ' _ , ' ,;6 s s :eh'.. . _ y a 4 ,3a ,. c y F0.. '¢: ,- Nq h arc ,3� n- _ kis - k ! t z. :,-, , -.' ,- all 1. . ',-, rt a :.. +�Y,i ',. r-�r�;9;,-;'7:t'a'ls.owrX,+- ,�z ':-'k�.�:.;,••.,,.. : .r t k< Vr "fS� ���.a'� V. r - ':' r .. _fs 4 ,: Otak Architects, Inc Ar :mow di. ^y i _'.4, ''',t '::.% 1". Ws.F' -v(YT F "`� r- ' u "1+4; W 11 '':''--1;{[ ![y' :fi - . - p,�-•... ,s. ---'..!,`,"'.4 :4-d,7 .- r ,.,e� tc zRC.f' -� 7 "z^ # � . ,n i -Rg:? .-- - --..« �fi 3.. ..-- ' I..:. '.6<r.�%�. •., r3, g til S ,- ._ ._ . a .. ,., 808 SW 3rd Ave, Suite 30®0 Portland, OR 97024 Phone 503.287.6825 Fax 503.415.2304 PROJECT TEAM DRAWING SHEET INDEX VICINITY MAP River Terrace OWNER/DEVELOPER CIVIL ENGINEER STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS East-Clubhouse S.01 COVER SHEET A0.01 COVER SHEET-CLUBHOUSE WEST HILLS DEVELOPMENT INC. OTAK, INC. S1.1 GENERAL STRUCTURAL NOTES A0.02 SITE REFERENCE PLAN cr 735 SW 158TH AVENUE 808 SW 3RD AVE, SUITE 300 S1.2 STATEMENT OF SPECIAL INSPECTION A0.10 CODE SUMMARY&LIFE SAFETY PLANS a East Side of SW Roy BEAVERTON,OR 97006 PORTLAND, OR 97204 S1.3 SCHEDULE AND NOTES A1.01 CONSTRUCTION ASSEMBLIES \\7 PHONE: (503)641-7342 FAX (503)641-7661 PHONE:503.287.6825 FAX:503.415.2304 S2.0 FRAMING &SHEAR WALL MAP A1.11 CONST LE5 m Rogers RD, Tigard, OR V// CONTACT: BRAD HOSMAR CONTACT: MIKE PEEBLES I, S2.1 FOUNDATION PLAN A2.01 FIRST FLOOR PLAN m SPECIAL lNSPEGT!ON REQUIRED ARCHITECT LANDSCAPE ARCHITECT S2.2 SECOND FLOOR FRAMING PLAN A2.02 SECOND FLOOR PLAN State of Oregon Structural Specialty Code OTAK ARCHITECTS, INC. OTAK, INC. S2.3 THIRD FLOOR FRAMING PLAN A2.03 THIRD FLOOR PLAN $08 SW 3RD AVE,SUITE 300 808 SW 3RD AVE, SUITE 300 SW SCROLLS FERRY RD 52.4 ROOF FRAMING PLAN A2.04 ROOF PLAN SW FRIENDLY LNEn-enrit1e and Reinforcing Steel PORTLAND,OR 97204 PORTLAND,OR 97204 S3.1 STAIR PLANS A3.01 EXTERIOR ELEVATIONS r ' PHONE: 503.287.6825 FAX: 503.415.2304 PHONE: 503.287.6825 FAX:503.415.2304 S3.2 STAIR DETAILS A3.02 EXTERIOR ELEVATIONS _-- ❑ Bolts Installed in Concrete CONTACT:WAYNE YOSHIMURA/BEN BORTOLAZZO CONTACT: GABRIEL KRUSE 55.1 FOUNDATION DETAILS A4.11 EXTERIOR WALL SECTIONS aI Moment Resisting Concrete Frame S5.2 FOUNDATION DETAILS A4.12 EXTERIOR WALL SECTIONS ❑ Sped CONTRACTOR TRANSPORTATION ENGINEER 55.3 FOUNDATION DETAILS A4.13 INTERIOR WALL SECTIONS \ El Reinforcing Steel&Prestressing Steel Tendons S6.1 FRAMING DETAILS A5.01 STAIR PLANS &SECTION RES CONSTRUCTION COMPANY KITTLESON AND ASSOCIATES, INC. $6.2 FRAMING DETAILS A5.11 UNIT 1.1 ENLARGED PLANS ❑ Structural Welding 735 SW 158TH AVENUE 610 SW ALDER STREET, SUITE 300 S6.3 FRAMING DETAILS A5.12 UNIT 2.1 ENLARGED PLANS ❑ High-Slrenght Batting BEAVERTON, OREGON 97006 PORTLAND, OR 97205 ` PHONE: (503)228-5230 FAX: (503)273-8169 37.1 ROOF FRAMING DETAILS A5.13 UNIT 3.2 ENLARGED PLANS iPROJECT SITE CONTACT:JULIA KUHN S7.2 ROOF FRAMING DETAILS A5.14 CLUBHOUSE/LEASING ENLARGED PLAN ❑ Structural Masonry A7.01 CLUBHOUSE CEILING PLANS -�- -- A8.01 EXTERIOR DETAILS 0 Reinforced Gypsum Concrete est Hills J STRUCTURAL ENGINEER ENVIRONMENTAL CONSULTANT A8.02 EXTERIOR&SITE DETAILS 0 Insulating Concrete Fill West FROELICH CONSULTING ENGINEERS, INC. HARDMAN GEOTECHNICAL SERVICES A8.03 EXTERIOR DETAILS ] spray Applied Fire Resistive Materials Development 6969 SW HAMPTON STREET 24560 SW MIDDLETON ROAD A8.04 EXTERIOR DETAILS TIGARD, OR 97223 SHERWOOD, OR 97140 A8.05 EXTERIOR DETAILS ❑ Pilings,Drilled Piers and Caissons 735 SW 158th Ave., PHONE: 503.624.7005 FAX: 503.624.9770 PHONE: (503)287-6825 FAX: (503)415-2304 A8.11 INTERIOR DETAILS N ❑ shotcrete Beaverton, OR 97006 CONTACT: FARAMARZ DEAN AZIMI CONTACT: GREG SUMMERS A8.12 INTERIOR DETAILS ❑ Special Grading, Excavation and Filling GEOTECHNICAL ENGINEER 0 ❑ Smoke-Control :stems HARDMAN GEOTECHNICAL SERVICES © ON"'Ina ons 24560 SW MIDDLETON ROAD SHERWOOD,OR 97140 PHONE: (503)822-5347 CONTACT:SCOTT HARDMAN, PE UNIT MIX GENERAL NOTES ABBREVIATIONS SYMBOLS 1. THE INFORMATION HEREIN IS OFA PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS # NUMBER GA GAUGE, OVFL OVERFLOW UNIT TYPE PER UNIT WITH UNIT WITHOUT NUMBER BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED & AND GYPSUM 1 2 1 • ASSEMBLY TAG BUILDING TYPE BEDROOMS STORAGEIDECK(SF) STORAGE/DECK(SF) DECK AREA(SF) UNITS/BLDG FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN g CENTERLINE ASSOCIATION PERF PERFORATED, CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR AC ACRE GAL GALVANIZED PERFORATE WINDOW TAG CLUBHOUSE- 10,820 SF, 9 UNITS& 1 BUILDING-BUILDING A DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. AED AUTOMATED GB GRAB BAR PLAM PLASTIC LAMINATE INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND EXTERNAL GPM GALLONS PER PL PLATE, PROPERTY 1.1 1.2 1 700 637 63 2 RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT 1N OR DEFIBRILLATOR MINUTE LINE - LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER AFF ABOVE FINISH GYP GYPSUM PLYWD PLYWOOD 1 687 619 68 2 CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS FLOOR PNL PANEL RESERVED. COPYRIGHT 2016. ADJ ADJUSTABLE HB HOSE BIB AIR HANDLING UNIT HC-PHB HOLLOW CORE- PNT PAINT Al _ CITY OFGARD REVIEWED FOR CODE COMPLIANCE 2.1 2 994 930 64 2 DOOR TAG AMU PR PAIR 2.1 -B 2 992 930 62 1 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN ALUM ALUMINUM PRIMED HEADBOARD PRE-FIN PREFINISHED N OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, APT APARTMENT PRE-PR PRE-PRIMED 3.2 3 1,232 1,164 68 2 SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, HDR HEADER PT PRESSURE NORTH ARROW ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED BD BOARD HDW HARDWARE TREATED, POST Approved* I AFTER EXECUTION OF THE CONTRACT. BR BEDROOM HM HOLLOW METAL TENSION ' OTCs` BDRM BEDROOM HORIZ HORIZONTAL Permit#z CSL'' 7 �� '�i� 4 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANYBLDG BUILDING HR HOUR R RISER, RADIUS 1 1 DETAIL TAGS \ .1 SUBCONTRACTOR, DESIGNER, AND/OR SUBCONSULTANT WHO IS UNDER A BLKG BLOCKING HVAC HEATING RD ROOF DRAIN Address: l 7 � ') .- _ •' CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY BM BEAM VENTILATION REF REFERENCE A8.01 A8.01 L J 3720 INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. BOT BOTTOM AND AIR REFR REFRIGERATOR Suite 7 BRIAN R.���� tel OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONDITIONING REQD REQUIRED B Date: j 121 NER A CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT CIP CAST-IN-PLACE REST RESTROOM y'• M . 2� 17 • AS SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND CJ CONTROL JOINT IBC INTERNATIONAL RM ROOM A3.02 3 EXTERIOR ELEVATION TAG THE OWNER. CL CLOSET BUILDING CODE RO ROUGH OPENING PORYLA il OR CLG CEILING ICBG INTERNATIONAL 1D 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CLR CLEARANCE) CONFERENCE OF SAME SELF ADHERING DEFERRED OF 0 a THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE CMU CONCRETE BUILDING MEMBRANE g ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH UNIT MASONRY OFFICIALS FLASHING 1C A5.11 1A Fire Sprinkler WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. CPT CARPET IN INCH SD SMOKE DETECTOR INTERIOR ELEVATION TAG Fire Alarm Cover UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECT'S COL COLUMN INFO INFORMATION SF SQUARE FOOT Mechanical Sheet f CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN COLS COLUMNS INSUL INSULATE(D), (ION) SHTHG SHEATHING 1B Plumbing ..--- Et ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION CONT CONTINUOUS INT INTERIOR SIM SIMILAR Electrical TO THE COPYRIGHTS. CONC CONCRETE SPEC SPECIFICATIONTruss Engineering �' y CORR CORRIDOR JAN JANITOR'S CLOSET STD STANDARD Alik ` BUILDING SECTION TAG Trop Drawings ii 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, JST JOIST STL STEEL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN D DRYER STOR STORAGE A4.01 O .._. ❑ CONFLICTS,NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY DBL DOUBLE KIT KITCHEN STC SOUND 5 WORK OF ELEMENTS RESULTING IN CONFLICTS. DF DRINKING TRANSMISSION /16. APPROVED PLANS FOUNTAIN LAM LAMINATE CLASS 1 A, WALL SECTION TAG IINCI,,LIDE UN-ATTACTTED: 6. SLOPE ALL GRADES AT PLANTING AREAS,SIDEWALKS AND ASPHALT DIA DIAMETER LAUN LAUNDRY STRUCT STRUCTURAL A4.11 1/SP1FiCAT[ON BOOK PARKING PAVING WITHIN 5'OF A BUILDING AWAY FROM THE BUILDING. IF DIM DIMENSION LD LOAD SV SHEET VINYL 1i$'i RAI,CAI.0 CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS DN DOWN LGT LIGHT ELEVATION DATUM .OTECH REPORT 'j FOR FINISHED GRADES ADJACENT TO BUILDINGS. DR DOOR LIN LINOLEUM T TREAD MiSC DOCUMENTS DS DOWN SPOUT TEMPERED 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO DU DWELLING UNIT MAINT MAINTENANCE T&G TONGUE& '8 PROCEEDING WITH THE WORK. DW DISHWASHER MATL MATERIAL GROOVE A. GRID LINE/GRID BUBBLE Approved Ian:, .a DWG DRAWING MAX MAXIMUM TB TOWEL BAR pp P 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE MOF MEDIUM DENSITY TEL TELEPHONE shall be on job site. 21 DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING EA EACH FIBERBOARD THK THICK,THICKNESS 13WITH THE WORK. EJ EXPANSION JOINT MECH MECHANICAL TO TOP OF ROOM TITLE 2 05.18.17 Plan Check Responses EL ELEVATION MEMS MEMBRANE TP TOILET PAPER ROOM NAME 1 05.17.17 Project Coordination 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEC ELECTRICAL MFR MANUFACTURER T/S TUB/SHOWER OFFICE COPY # Date Description AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ELEV ELEVATOR MIN MINIMUM TYP TYPICAL co CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS EP ELECTRICAL MIRR MIRRORED T TEMPERED GLAZING Revisions O ARE COMPLETED. PANEL MSC MISCELLANEOUS UL UNDERWRITERS 0' 2' 4' 8' . EQUIP EQUIPMENT MO MASONRY LABORATORIES, JANUARY 12, 2017 °§ 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE,FACE EQ EQUAL OPENING UNLIMITEDGRAPHIC SCALE Date d OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EXIST EXISTING MTL METAL UNO UNLESS NOTED _ct EDGE, ORAS NOTED. EXT EXTERIOR OTHERWISE BB, KB SM v N NORTH • REVISION TAG AND CLOUD 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT NA NOT APPLICABLE VCT VINYL Designed By a) OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND PANEL NO NUMBER COMPOSITION TILE SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FD FLOOR DRAIN NR NON RATED VERT VERTICAL WY,ZD F OPENINGS FOR MECHANICAL, ELECTRICAL,AND MISCELLANEOUS FEC FIRE NTS NOT TO SCALE VRFY VERIFY Drawn By W EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES EXTINGUISHER VS VERSUS (CLEARANCES REQUIRED)FROM THE MANUFACTURERS PRIOR TO CABINET OC ON CENTER ia DEFERRED SUBMITTALS KJ, BB CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND FIN FINISH OCC OCCUPANT(S) W WASHER ACCESSORIES. FLR FLOOR OCCUPANCY(IES) W/ WITH Checked By EatFND FOUNDATION OLE OCCUPANT LOAD WD WOOD • PLUMBING SYSTEMS 17857 U 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FOF FACE OF FINISH FACTOR WH WATER HEATER • MECHANICAL/HVAC SYSTEMS o SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOS FACE OF STUD OPP OPPOSITE WIN WINDOW Project Number ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE SUBJECT FOW FACE OF WALL ORD OVERFLOW ROOF WP WATERPROOF • ELECTRICAL SYSTEMS CT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED ACCESS FT FEET DRAIN WR WATER • FIRE SPRINKLERS, FIRE SPRINKLER FLOW ALARM 'y PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY ARE FTG FOOTING OSB ORIENTED RESISTANT e FLOOR JOISTS INSTALLED.ACCESS PANELS IN SHAFT WALLS,RATED FLOOR/CEILINGS OR STRAND BOARD WRB WATER RESISTANT AO a 01 a RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. BARRIER • ROOF TRUSSES i • FIRE STOPPING Sheet Number • METAL GUARDRAILS AND HANDRAILS Copyright 2016© iZ if this drawing is less than 24"x 36"it has • SITE AND EGRESS LIGHTING been reduced. Scale accordingly. a) W ;,v A RIVER TERRACE EAST CLUBHOUSE FRN_ ._OE �LICH R.. ._ EGINEERSIS MAIN OFFICE: 6969 SW HAMPTON ST , OREGON (503)6 PORTLAND,OREGON 97223 TI GA RD (503)62A-7005 BEND OFFICE: PERMIT ISSUE - 01/12/2017 745 NW MT SUITE#205 WASHINGTON DR BEND,OREGON 97701 froehich-engineers.corn STRUCTURAL ABBREVIATIONS: �o�# 16-T100 STRUCTURAL SYMBOLS f LEGEND: STRUCTURAL SHEETS: @ At PAF Powder Actuated Fasteners & And GA Gauge PCF Pounds per Cubic Foot W# - INDICATES FOOTING TYPE, REF SCHEDULE. SHEET UCT`jR SHEET TITLE S 4( Feet GALV Galvanized PERF Perforate, Perforated, Performance NUMBERVii) PRo Inch GC General Contractor PERIM Perimeter -INDICATES COLUMN c-�`.\-, ,l f � 4-, ��' # Number, Pound GEN General PERP Perpendicular SO.1 COVER SHEET c.) w (E) Existing GL Glulam (Glue-Laminated Beam) PL Plate ' ` 15472 -INDICATES WOOD SHEATHED SHEAR WALL. S1.1 GENERAL STRUCTURAL NOTEScc' (N) New GR Grade PLF Pounds per Lineal Foot - - ,40..,.. GYP Gypsum PLWD Plywood __ -INDICATES STRUCTURAL WALL BELOW. S1.2 STATEMENT OF SPECIAL INSPECTION •REGON AB Anchor Bolt GYP BD Gypsum Board PREFAB Prefabricated S1.3 SCHEDULES AND NOTES / '{,v�(�. 1agN ACI American Concrete Institute PSF Pounds per Square Foot 1 -INDICATES NON-STRUCTURAL WALL BELOW. % A ® P� ADD Addendum,Addition HAS Headed Anchor Stud PSI Pounds per Square Inch S2.0 FRAMING & SHEAR WALL MAP ALT Alternate HDD Headed PSL Parallel Strand Lumber W- - INDICATES BEARING WALL S2.1 FOUNDATION PLAN . EXPIRI;S: /2/107 APPROX Approximate HDR Header PT Post-Tensioned, Preservative-Treated # ARCH Architect, Architectural HEX Hexagonal H- - INDICATES HEADER TYPE, REF HEADER SCHEDULE. S2.2 SECOND FLOOR FRAMING PLAN ASTM American Society for Testing and Materials HORIZ Horizontal QTY Quantity AVG Average HSS Hollow Structural Shape 52.3 THIRD FLOOR FRAMING PLAN AWS American Welding Society HVAC Heating, Ventilating,Air Conditioning REF Refer, Reference B- - INDICATES BEAM TYPE, REF BEAM SCHEDULE. 52.4 ROOF FRAMING PLAN HT Height REINF Reinforce, Reinforcement -INDICATES JOIST TYPE AND SPACING, REF PLANS &JOIST FRAMING BEV Bevel REQ'D Required SCHEDULE. S3.1 STAIR PLANS BLDG Building IBC International Building Code REV Revision O S3.2 STAIR DETAILS BLKG Blocking IN Inch -INDICATES DIRECTION DECK OR SHEATHING TO SPAN. BOT Bottom INFO Information SCHED Schedule S5.1 FOUNDATION DETAILS BP Base Plate INSP Inspect, Inspection SE Structural Engineer -INDICATES ELEVATION. S5.2 FOUNDATION DETAILS BRDG Bridge, Bridging INSUL Insulation SECT Section BRG Bearing INT Interior SHTH Sheathing y> -INDICATES DIRECTION TIMBER TO SPAN. S5.3 FOUNDATION DETAILS SIMP Simpson Strong-Tie S6.1 FRAMING DETAILS CGS Center of Gravity of Strand JST Joist SF Square Foot (# ) -INDICATES KEYED NOTE. CJ Control Joint SL Snow Load S6.2 FRAMING DETAILS CL Centerline K Kilopound (1000 pounds) SIM Similar -INDICATES CHANGE IN SLOPE. CLG Ceiling KIP Kilopound(1000 pounds) SOG Slab on Grade 56.3 FRAMING DETAILS f^ 1.,.. CLR Clear SPEC Specification, Specifications //A", - INDICATES STEP IN ELEVATION. S6.4 FRAMING DETAILS V<J w CMU Concrete Masonry Unit L Angle, Left, Length STD Standard W COL Column LAM Laminate, Laminated STIFF Stiffener ;�PSF - INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE 57.1 ROOF FRAMING DETAILS W ••iii'. PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS ' i I CONC Concrete LAT Lateral STL Steel 'I."••-.• FOR LOAD & EXTENT. S7.2 ROOF FRAMING DETAILS W 0 CONN Connection LB Pound STRUCT Structural XX'-XX" Q CONT Continuous LLH Long Leg Horizontal p LLV Long Leg Vertical T&B Top and Bottom .44. -INDICATES ROOF OVERFRAMING. REF DETAIL 5157.1. < W DBA Deformed Bar Anchor LL Live Load T&G Tongue and Groove ft DBL Double LNTL Lintel TAN Tangent CJ - INDICATES CONTROL JOINT, REF DETAIL 2155.1. C Q o DET Detail LONG Longitudinal THK Thick,Thickness fX a _..INDICATES SHEAR WALL TYPE ABOVE FLOOR SPECIFIED. REF ' I ' rn DF Doug Fir(Douglas Fir) LSL Laminated Strand Lumber THRD Threaded - SHEAR WALL SCHEDULE. W >- of DIA Diameter LT WT Lightweight TOB Top of Beam - 2 J 0 DIAG Diagonal LVL Laminated Veneer Lumber TOF Top of Footing `-----INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE. g Z J lli U] DIAPH Diaphragm TOJ Top of Joist L.L O Lu t z DIM Dimension MANUF Manufacturer, Manufactured TOL Top of Lintel, Landing W W O F--- 2 O DL Dead Load MAX Maximum TOP Top of Pier > o c DWG Drawing MB Machine Bolt TOS Top of Slab, Top of Steel r DWGS Drawings MECH Mechanical TOW Top of Wall Ct c'')' Q N , in < DWL Dowel MEZZ Mezzanine TOL Tolerance MIN Minimum TRANS Transverse (E) Existing MISC Miscellaneous TYP Typical ENGR Engineer MTL Metal EQ Equal UNO Unless Noted Otherwise PERMIT ISSUE EQUIP Equipment (N) New EOR Engineer of Record N North VERT Vertical EW Each Way NO Number VLF Verify In Field EXT Exterior NOM Nominal NTS Not To Scale W/ With F TO F Face to Face W/O Without REV DATE ISSUE TITLE FAB Fabricate OC On Center WD Wood FDTN Foundation OPP Opposite WF Wide Flange(Structural Steel) FE Froelich Engineers OWSJ Open Web Steel Joist WT Weight FT Foot, Feet WWF Welded Wire Fabric FTG Footing PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: CAD-3 PROJECT NO: 16-T100 DATE: 01/12/2017 SCALE: AS SHOWN CLUBHOUSE SHEET TITLE: COVER SHEET SHEET NUMBER: so . 1 GENERAL STRUCTURAL NOTES - PROJECT DESCRIPTION: NAILING AND FASTENERS: • NEW 3-STORY(PARTIALLY 4-STORY)MULTI-FAMILY APARTMENT BUILDING SPECIAL INSPECTION AND TESTING: REINFORCING STEEL: 1. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND - , • CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS _ 1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF 1. REINFORCING STEEL SHALL BE DETAILED,FABRICATED,AND PLACED IN ACCORDANCE TO"AGI `~ ,:,•r, ' THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S1.2. 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE*AND"ACt 315-MANUAL OF CONFORM TO THE*STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS,SPIKES,AND _ • PARTIALLY CONCRETE SLAB-ON-GRADE FIRST FLOOR THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." STAPLES"(ASTM Fl667)AND"POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF f r- BUILDING CONSTRUCTION"(NER 272). • f_ -S,; • WOOD 2X STUD WALLS SHEATHED WITH PLYWOOD PANELS INSPECTOR TO PERFORM THESE INSPECTIONS. 2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES 2. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 230491OR • ENGINEERED WOOD I-JOIST AND . . , NER-272.BEAM FRAMED FLOOR UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS: ..f • PRE-MANUFACTURED WOOD TRUSS SYSTEM A. SMOOTH WELDED WIRE FABRIC--ASTM A185 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS,THAT SHOW THE `' SUBMITTALS: B. ALL OTHER REINFORCEMENT-ASTM A615,GRADE 60 MANUFACTURER'S NAME,NAIL SHANK DIAMETER,AND LENGTH. • 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION AND 4. NAIL SIZES SHALL BE AS FOLLOWS: '' C�; GENERAL: CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.WELDING OF L 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND AREFRAMING NAILS - - INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,CIVIL,MECHANICAL,AND REINFORCING WELDERSEUSING CONFORM O AWS D1,4.ALL TRLD ES.SHALL BE DONE BY AWS SUBMITTALS CERTIFIED USING LOW HYDROGEN E7flXX ELECTRODES. NAIL TYPE SHANK DIAMETER(IN) MINIMUM PENETRATION E N G ! I'�1 E E R�S I ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE ITEM SUBMITTAL DEFERRED COMMENTS 4, REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH#16 ANNEALED IRON WIRE.BARS INTO FRAMING MEMBER(IN) MAIN OFFICE: REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS(INCLUDING THE PROJECT (A,D) SUBMITTAL6969 SW HAMPTON ST IN BEAMS,SLABS,AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE I 6d 0.113 1.25 SPECIFICATIONS)INTO THEIR WORK. (B,D) BLOCKS,OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE"CRSI MANUALPORTLAND,OREGON 97223UAL OF STANDARD 8d 0.131 1.50 (503)624-7005 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS.REFER TO THE PROJECT CONCRETE MIX DESIGNS X PRACTICE,*MSP-1. 10d 0.148 1.625 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE ANCHORAGES X 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL,DIRT,OR COATINGS BEND OFFICE: 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THEI 12d 0.148 1.625 GLUED LAMINATED MEMBERS X OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. 745 NW MT WASHINGTON DR GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF I 16d 0.148 1.625 SUITE#205 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. PREMANUFACTURED WOOD X X BEND,OREGON 97701 JOISTS OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD, 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS PREMANUFACTURED WOOD X X 7. "WET SETTING"OF REINFORCING STEEL,ANCHOR RODS,EMBEDDED PLATES AND INSERTS IS 5. UNLESS OTHERWISE NOTED ON PLANS,PLYWOOD SHEATHING SHALL BE ATTACHED TO THE froelich-engineers.com FOR THIS STRUCTURE.CONNECTIONS,DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN TRUSSES NOT PERMITTED. FRAMING SUPPORTS AS FOLLOWS: JOB# 16-1100 THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME.IF STAIRS AND RAILINGS X X 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED,NOTIFY THE LOCATIONS. SHEATHING NAILING ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL 9. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING USE PANEL EDGES INTERMEDIATE FRAMING STEEL: MEMBERS DRAWINGS,THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER �{I;j��`(f CODE REQUIREMENTS: REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED,ANY MODIFICATIONS TO ROOF SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC 5� R,qQ THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE TYPICAL LAP SPLICE SCHEDULE(IN) FLOOR SHEATHING 0.148"DIA @ 6"OC 0.148"DIA @ 12"OC 4 n Pr's(?c. 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC),BASED UPON THE �� SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD. BAR SIZE 3,000 PSI 4,000 PSI 5,000 PSI WALL SHEATHING 0.131"DIA AT 6"OC 0.131"DIA @ 12"OC ��` yGL " 2012 INTERNATIONAL BUILDING CODE(IBC). B. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND TOP BARS OTHER TOP BARS OTHER BARS TOP BARS OTHER C?� �� '� �©, 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM,ETC.)SHALL BE FOR THE FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND BARS BARS LV 15472 EDITIONS NOTED IN CHAPTER 35 OF THE IBC. SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE #3 28 22 24 19 22 17 NOTES: • CC r" PROJECT IS LOCATED.CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO #4 37 29 32 25 29 22 A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR FASTENING ROOF SHEATHING. TEMPORARY CONDITIONS: THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS #5 47 36 40 31 36 28 '�j11�/�y-EGON INDUCED BY THE CONNECTION LOADS,DESIGN SHALL BE BASED UPON THE v .� 1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE #6 56 43 48 37 43 33 6, BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS '•re '9,� G',()'25 fig) _ CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT REQUIREMENTS OF THE IBC AND AS NOTED UNDER"DESIGN CRITERIA," #7 81 63 70 54 63 49 AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL �9 REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS ND/4R C. THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, HAVE CUT THREADS. 49Z DEO SEQUENCES. ELECTRICAL,AND PLUMBING EQUIPMENT,MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE.CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-10 NOTES: 7. PREDRILL HOLES FOR LAG BOLTS.SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO EXPIRES: t 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND INSTALLATION.CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE A. FOR CENTER-TO-CENTER SPACING LESS THIN FOUR TIMES THE BAR DIAMETER, CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE PROJECT IS LOCATED. MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4. 8. JOIST HANGERS,HOLDOWNS,AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY - CONSTRUCTION PERIOD. D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM,OR B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". SiMPSON STRONG TIE(OR AN APPROVED EQUAL)AND BE OF THE SIZE AND TYPE SHOWN ON 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER ADD TO,THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A CONTACT ENGINEER OF RECORD IF CONDITIONS VARY. THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12*OF CONCRETE CAST BELOW THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL WALL. AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.ANY SUCH THE BAR. MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF D. VALUES ARE FOR UNCOATED BARS. EVALUATION REPORT FOR THE APPLICABLE CODES. „ EXISTING CONDITIONS: RECORD. 9. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE,OR B-TYPE OF THE SIZE RECOMMENDED FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN. 1. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE FIELD VERIFIED.THE 10, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING 10. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED,OR FIRE TREATED WOOD SHALL BE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM STEEL: HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695,CLASS 55 MINIMUM. CONDITIONS SHOWN ON THE DRAWINGS, FOUNDATIONS: 11. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7"EMBED ANCHOR 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE AS I MINIMUM CONCRETE COVER(CAST-IN-PLACE) BOLTS AT 4'-O"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, • NOTED IN DESIGN CRITERIA FOR BEARING ON NATIVE SOILS/COMPACTED FILL,AS I USE COVER UNLESS DETAILED OTHERWISE.WASHERS TO BE MINIMUM 1/4"x3"x3"AS PER IBC 2305.3.11. DESIGN CRITERIA: RECOMMENDED BY THE GEOTECHNICAL REPORT. I SLAB BARS 1" 2. ALL FOOTINGS SHALL BE A MINIMUM OF 18"BELOW FINAL GRADES. EXTERIOR WALL FACES 1-1/2"(#5 AND SMALLER) GLUED LAMINATED MEMBERS: 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC.IN ADDITION 3 ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATIONS (EXPOSED TO EARTH,OR WEATHER) 2"(#6 AND LARGER) 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE'AMERICAN THE DEAD LOADS,THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. CONCRETE CAST AGAINST EARTH 3" NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER"(ANSI A190.1),OR OTHER WITH LIVE LOADS(L.L.)REDUCED IN ACCORDANCE WITH THE IBC: 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR CODE-APPROVED DESIGN,MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES. TO THE COMMENCEMENT OF ANY SITEWORK. 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. 5, STRUCTURAL FILL MATERIALS,PLACEMENT,AND COMPACTION REQUIREMENTS SHALL BE IN 11. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL 3. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE ACCOMPANIED ACCORDANCE WITH THE GEOTECHNICAL REPORT. REINFORCEMENT.LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND BY A CERTIFICATE OF CONFORMANCE. DESIGN CRITERIA 6, BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 1'-6" TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6" 4, ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE GEOTECHNICAL CRITERIA HORIZONTAL TO 1'-0"VERTICAL STEPS. EMBEDMENT BELOW THE TOP OF FOOTING. SHOP OR FIELD, I"'"" 12. PROVIDE ONE#5 FOR SINGLE LAYER,AND TWO#5 FOR DOUBLE LAYER REINFORCING,4'-0" DESIGN BASED ON HGCI 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS(EITHER IN THE SHOP,OR FIELD)IS ;, GEOTECHNICAL REPORT BY: DATED MARCH 25,2016 QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER.MINIMUM LONG,DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR W - ALLOWABLE SOIL BEARING 2,500 PSF TESTING FREQUENCY SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER. 13. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. W PRESSURE 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT WALL INTERSECTIONS,AND FOR BARS IN SMALL WALL SECTIONS.IONS. 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING T RETAINING 35 PCF(EQUIVALENT FLUID PRESSURE) OF FILLING OPERATIONS. STRENGTH PROPERTIES: r ( ,,, WALLS-CANTILEVERED 9. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO U.I 0 RETAINING WALLS-BRACED 55 PCF(EQUIVALENT FLUID PRESSURE) THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. GLUED LAMINATED MEMBERS 0 wt 0 10. ALL FILL,BACKFILL AND COMPACTION ACTIVITIES,PARTICULARLY DURING WET WEATHER SAWN FRAMING LUMBER: RETAINING WALLS SEISMIC 50/o INCREASE IN ABOVE EQUIVALENT FLUID PRESSURE(SEISMIC COMBINATION USE MODULUS OF FLEXURAL HORIZONTAL SHEAR STRESS U J LATERAL EARTH PRESSURE) CONDITIONS,SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL ENGINEER. 1. SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU(WCL1B) SYMBOL ELASTICITY STRESS (PSI) LLI OR THE WESTERN WOODS PRODUCTS ASSOCIATION(WWPA)GRADING RULES. ) (PSI) (PSI) (IQ LIVE LOAD CRITERIA (SPECIES) 2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: W FLOOR LIVE LOADS UNIFORM LOAD(PSF) CONCENTRATED LOAD EPDXY REPAIR ADHESIVE: 24F-V4(DF/DF) SIMPLE SPAN 1,800,000 2,400 265 C7 , (LBS) 1. EPDXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-COMPONENT, 24F-V8(DF/DF) CANTILEVERED 1,800,000 2,400 265 ED O (� o SAWN LUMBERti CORRIDORS AND STAIRS 100 2000 LIQUID EPDXY WITH NON-SAG CONSISTENCY AND LONG POT LIFE. THE EPDXY ADHESIVE SHALL OR Er �' RESIDENTIAL 40 1000 BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. USE SPECIES/GRADE Fb(PSI)--BASE VALUE CONTINUOUS 0 CO...,j S 0 GARAGE 40 3000 2. ADHESIVE SHALL HAVE A MINIMUM SLANT SHEAR STRENGTH OF 5,000 PSI AND A MINIMUM LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH NO.2 900 C9 VERTICAL FLOOR 0.75"OR L/360 WHICHEVER IS LESS(LIVE LOAD PLUSLONG-TERMDEAD TENSILE STRENGTH OF 4,000 PSI. BEAMS 5"x5"AND GREATER DOUGLAS FIR-LARCH NO.1 1350 7. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S),UNLESS OTHERWISE � Z --� W LU 3. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S POSTS DOUGLAS FIR-LARCH NO.1 1200 NOTED ON PLANS: FRAMING&ARCHITECTURAL co O > i� DEFLECTION LOAD) I fDij I Q C) (CLADDING DESIGN) 0.375"OR L/600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS RECOMMENDATIONS AND THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION VERTICAL FLOOR L/360(LIVE LOAD) REPORT. ENGINEERED COMPOSITE LUMBER: PER OSSC TABLE 1604.3 III° C3 '- 4. REINFORCEMENT SHALL NOT BE CUT OR DAMAGED IN EITHER NEW OR EXISTING CONCRETE 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY0CO DEFLECTION DURING INSTALLATION. THE SUPPLIER TO BE LESS THAN 19%MOISTURE CONTENT. 1. ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER(MICROLAM), > t/) ?� W (CLADDING DESIGN) PARALLEL STRAND LUMBER(PARALAM),AND LAMINATED STRAND LUMBER(TIMBERSTRAND) ...me I' ¢ W u) } NOTES: 1. LIVE LOADS REDUCED PER OSSC 1607.10 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED(PT)PERoti C7 THE AMERICAN WOOD PRESERVERS BUREAU(AWPB)UNLESS AN APPROVED MOISTURE SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY TRUS-JOIST E+ n LI 2.MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM OR CONCRETE: BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK. OR AN APPROVED EQUAL. CONCENTRATED LOAD, 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318--BUILDING CODE REQUIREMENTS FOR 5, CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.8.2, 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: SNOW CRITERIA STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. 2308.9,10,2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL DRAWINGS. DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM ENGINEERED COMPOSITE LUMBER SNOW DRIFT PER OSSC AS SHOWN ON PLANS C39,UNLESS NOTED OTHERWISE,AND SHALL BE AS FOLLOWS: 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURAL GROUND SNOW LOAD P g =10 PSF IN ACCORDANCE WITH 2014 SNOW LOAD ANALYSIS (PSI) STRESS(PSI) PERMIT ISSUE FOR OREGON CONCRETE STRENGTHS 7. PROVIDE SOLID LINES OF BLOCKING,SAME DEPTH OF FRAMING MEMBER,AT ALL BEARING LSL 1,500,000 2,350 FLAT ROOF SNOW LOAD P f =15 PSF - DESCRIPTION fc(PSI) WATER- ENTRAINED OTHER POINTS. LVL 1,900,000 2,600 - SNOW EXPOSURE FACTOR C e =1.0 CEMENT RATIO AIR PSL 2,000,000 2,900 . ' SNOW LOAD IMPORTANCE I =1.0 BY WEIGHT FACTOR I FOOTINGS,STEMWALLS 3,000 0.53 2%+/-1.5°la - THERMAL FACTOR C =1,0 RETAINING WALLS 3,000 0.50 6%+/-1.501° WOOD STRUCTURAL PANEL SHEATHING: NOTE: WIND CRITERIA t EXTERIOR SLAB-ON-GRADE 3,000 0.48 6%+/-1.5% 1. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE"U.S.PRODUCT FLEXURAL STRESSES NOTED ABOVE ARE FOR 12"DEEP MEMBERS. DEEPER MEMBERS SHALL BE INTERIOR SLAB-ON-GRADE 4,000 0.48 N/A STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE"U.S.PRODUCT DESIGNED FOR REDUCED STRESSES PER THE MANUFACTURER'S REQUIREMENTS. REV DATE ISSUE TITLE MAIN WIND FORCE 120 MPH BASIC WIND SPEED(3-SECOND GUST) STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS,"OR RESISTING SYSTEM THE"APA PRP-108 PERFORMANCE STANDARDS." ANCHOR BOLTS: COMPONENTS AND 120 MPH BASIC WIND SPEED(3-SECOND GUST) NOTES: 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL PANELS SHALL BE APA RATED SHEATHING, 1. ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. CLADDING A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE EXPOSURE 1,OF THE THICKNESS AND SPAN RATING AS FOLLOWS: 2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE AND EXPOSURE CATEGORY B FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. NUT. GUST/INTERNAL PRESSURE GC I pi I =+1-0.18 B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT I WOOD STRUCTURAL PANEL SHEATHING 3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 1/2"FROM THE SEISMIC CRITERIA CONFORMING TO ASTM C150 FOR TYPE I,OR TYPE II. I USE THICKNESS/RATING SHEATHED FACE OF THE SHEARWALL,WHERE SHEATHING IS APPLIED TO BOTH SIDES OF RISK CATEGORY 0 C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM 0260. ROOF SHEATHING 5/8"-INDEX 40/20 SHEARWALL,ALTERNATE ANCHOR BOLTS. SITE CLASS 0 f FLOOR SHEATHING 7/8"-INDEX 60/32 4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT IMPORTANCE FACTOR I I e I =1 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: I WALL SHEATHING 1/2"-INDEX 32/16 DISPLACEMENT DURING CONCRETE PLACEMENT.DO NOT HAND SET OR WET SET. PROJECT MANAGER: CN SEISMIC DESIGN CATEGORY D 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8"DIAMETER x 7*EMBED ANCHOR BOLTS AT 4'-0"OC MAXIMUM AND WITHIN 1'-0"OF SILL PLATE ENDS,CORNERS OR SPLICES, MCE SPECTRAL S S =0.985 S 1 =0.36 MINIMUM CEMENT CONTENT I 3. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE.HOLDOWN BOLTS DO NOT TAKE THE DESIGNER: YS ACCELERATIONS fc(PSI) MINIMUM CEMENT CONTENT PER CUBIC SUPPORTS AND END JOINTS SHALL BE STAGGERED. PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL. DESIGN SPECTRAL S =0,726 S =0,403 YARD 4, ROOF SHEATHING SHALL BE BLOCKED,OR HAVE EDGES SUPPORTED BY PLYCLIPS. DRAWN BY: CAD-3 ACCELERATIONS os � DI 3,000 470 LBS. 6. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE. 5. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEARWALL, PROJECT NO: 16-T100 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORC PER ASCE 7-10 SECTION 12.8 .4,000 550 LBS. MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. NORTH-SOUTH DIRECTION EAST-WEST DIRECTION 5,000 630 LBS. I SHALL ALSO BE GLUED AT THE T&G JOINT. DATE: 01/12/2017 ' SEISMIC LOAD RESISTING LIGHT FRAMED WOOD SHEAR WALLS LIGHT FRAMED WOOD SHEAR 6. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE SYSTEM WALLS NOTES: REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2. HOLDOWN BOLTS: SCALE: AS SHOWN RESPONSE MODIFICATION R =6.5 R 1 =6.5 A. FLYASH CONFORMING TO ASTM C618"TYPE F,"OR"TYPE C"MAYBE USED TO REPLACE UP 7• SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE 1, ALL HOEDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT W/ I - FACTOR TO 20%OF THE CEMENT CONTENT,PROVIDED THAT THE Mix STRENGTH IS BLOCKED AT ALL PANEL EDGES.SHEET SIZES SHALL BE 4'X8'UNLESS AT BOUNDARIES OR PRESERVATIVE TREATED(PT)WOOD.PT WOOD PLATES SHALL HAVE OVERSIZED HOLES 1/4"MIN SEISMIC RESPONSE C=0.111 C1 S=0.111 SUBSTANTIATED BY TEST DATA. FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS. &3/8"MAX LARGER THAN BOLT SIZE.AS AN ALTERNATIVE,THE ANCHOR MAY BE SLEEVED WITH CRDANCE W/ASTM A653. REUIDANCY FACTOR r=1.0 r=1.0 2. HOLDOWN BOLTS SHALL BE INSTALLBUSHING OR ED PER D IN U NNMANUFACTURER'S SPECIFICATIONS. 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA 3. HOEDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5"FROM THE END OF CONCRETE COMPLIANT WITH AC1-318 CHAPTER 5,A MINIMUM OF TWO WEEKS PRIOR TO PLACING STEMWALLS,ADD ADDITIONAL 2x STUD AS REQUIRED. 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE u + CONCRETE. 4. SEE HOLDOWN SCHEDULE,DETAILS 3/S5.1,5/S5.1,&6/S5.1 FOR TYPICAL HOLDOWN C L U B H O U S E STRUCTURAL OBSERVATION: APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE INSTALLATION REQUIREMENTS. 1, THE STRUCTURAL ENGINEER OF RECORD(SER)WILL PERFORM STRUCTURAL OBSERVATIONS SUPPLIER. S. HOLDOWN BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT 6, A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF CONSTRUCTION LISTED BELOW. DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE 6. HOLDOWN BOLTS SHALL BE ASTM Fl554 GRADE 36 STEEL,THREADED ON BOTH ENDS UNLESS THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494'TYPE NOTED OTHERWISE. SHEET TITLE: PERFORM THESE OBSERVATIONS: F,OR TYPE"G"MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT ��++ STRUCTURAL OBSERVATIONS EXCEED 10-INCHES. G E N E RAL STRUCTURAL 7. SLEEVES,OPENING,CONDUITS,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE CONSTRUCTION PHASE OBSERVATION COMMENTS STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO NOTES BY EOR PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE . PRIOR TO FIRST CONCRETE POUR X REF.FOOTNOTE A,B,C DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF.FOOTNOTE A,B THAN THREE DIAMETERS ON-CENTER. 8. ALL BOLTS ND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE WITH SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, THE STRUCTURAL DRAWINGS.SPECIAL INSPECTIONS AND TESTING ARE STILL REQUIRED. 9. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH HAND SET,OR WET SEI. VISIT. 10. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE RISC CODE OF SHEET NUMBER: C. STRUCTURAL OBSERVATION TO OCCUR AFTER THE REINFORCING STEEL HAS BEEN STANDARD PRACTICE SECTION 7.5. INSTALLED 11. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE - SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE. - 12. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES,UNLESS NOTED OTHERWISE. GENERAL STRUCTURAL NOTES (CONT) AND STATEMENT OF SPECIAL INSPECTION . s ENGINEERED WOOD PRODUCTS: MASONRY/STONE VENEER: 1. THE ENGINEERED WOOD PRODUCTS MUST HAVE A CURRENT ICC REPORT BASE ON THE TABLE 1 _'-''-.Alb._.-: °-. ; 1. VENEER SHALL NOT EXCEED 5"IN THICKNESS. APPLICABLE IBC CODE. REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS .m91111111 _ 2. PROVIDE 1"MIN(41/2"MAX)AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. 2. INCLUDES,BUT NOT LIMITED TO THE FOLLOWING ENGINEERED WOOD PRODUCTS: SYSTEM or MATERIAL INSPECTION REMARKS --4 x EXTERIOR WALL SHEATHING TO BE COVERED WITH APPROVED WEATHER RESISTANT BARRIER. I-JOIST,LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND t,� LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSL). IBC RES COBE or FREQUENCY 3. VENEER ANCHORS ARE TO MEET THE REQUIREMENTS OF ACI 530-08.6.2. REFERENCE STANDARD ' - 3. SUPPLIER SHALL SUPPLY JOISTS,BRIDGING,HANGERS,BLOCKING,AND OTHER ACCESSORIES CONTINUOUS PERIODIC 4. VENEER TO BE ANCHORED DIRECTLY TO WALL STUDS,COLUMNS,CONCRETE WALLS,CMU REFERENCE I WALLS,OR STRUCTURAL ELEMENTS.ANCHORS TO BE SPACED AT 16"OC HORIZONTALLY AND NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT.THESE SHALL SOIL - a 18"DC VERTICALLY, MAXIMUM.IN NO CASE IS THE AREA OF VENEER SUPPORTED BY EACH BE CLEARLY CALLED OUT AND DETAILED ON THE SHOP DRAWINGS. GEOTECHNICAL INVESTIGATIONS TABLE GEOTECHNICAL INVESTIGATION ANCHOR TO EXCEED 2.0 SQ.FT. AT AREAS WITHIN 12'-0"OF CORNERS THE VERTICAL SPACING 4. SUPPLIER SHALL INSPECT ALL JOISTS,BEAMS,BRIDGING,HANGERS,BLOCKING,AND OTHER 1705.6 SHALL INCLUDE ITEMS OF SPECIAL FROELICH OF TIES SHALL NOT EXCEED 12"QC. ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION OF PROPER 1803 INSPECTION AND TESTING AS 5. USE 3/4"x 22 GAGE GALVANIZED METAL ADJUSTABLE ANCHORS OR#9 GAGE GALVANIZED WIRE INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL ENGINEER OF NOTED IN TABLE 5 OF THE E N G I N E E R ar"- 1 ANCHORS. RECORD. GUIDELINES MAIN OFFICE: 6. USE#9 GAGE GALVANIZED WIRE JOINT REINFORCEMENT HORIZONTALLY AT MAXIMUM OF 18"OC 5. PRODUCTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S VERIFY MATERIALS BELOW TABLE X BY THE GEOTECHNICAL ENGINEER 6969 SW HAMPTON ST JOINT REINFORCEMENT TO BE SECURED TO SEISMIC ANCHORS. INSTRUCTIONS AND SPECIFICATIONS. SHALLOW FOUNDATIONS ARE 1705.6 PORTLAND,OREGON 97223 7. ANCHORS TO MEET THE REQUIREMENTS OF SEISMIC DESIGN CATEGORY D. 6. LAMINATE MULTIPLE I-JOISTS WHERE INDICATED ON DRAWINGS AS PER MANUFACTURER'S ADEQUATE TO ACHIEVE THE (503)624-7005 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT RECOMMENDATIONS. DESIGN BEARING CAPACITY VERTICAL AND LATERAL SEISMIC FORCES RESISTED BY THE STRUCTURE ARE NOT IMPARTED 7. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW,AND IN ADDITION FOR SNOW VERIFY EXCAVATIONS ARE TABLE X 745 NWD OFFICE: DRIFT LOADING SHOWN ON THE PLANS. TO THE VENEER. FLOOR LIVE LOAD: CORRIDORS 100 PSF EXTENDED TO PROPER DEPTH 1705.6 SUITEMT WASHINGTON DR #205 9. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16"IN EITHER DIMENSION. AND HAVE REACHED PROPER BEND,OREGON 97701 SPACE ANCHORS AROUND PERIMETER OF OPENINGS AT A MAXIMUM OF 3'-0"OC PLACE LIVING SPACES 40 PSF MATERIAL ANCHORS WITHIN 12"OF OPENINGS. FLOOR DEAD LOAD 27 PSF PERFORM CLASSIFICATION AND TABLE X TESTING OF COMPACTED FILL froetich-engineers.com 10. EMBED ANCHORS INTO THE MORTAR JOINT A MINIMUM DISTANCE OF 1 1/2"WITH AT LEAST 5/8" 8. CONTRACTORS TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO TESTING OF COMPACTED FILL 1705.6 MATERIALS(SEE TABLE 5) JOB# 16-T100 MORTAR COVER TO THE OUTSIDE FACE. ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS MATERIALS 1803.5.1 • AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. VERIFY USE OF PROPER TABLE X BY THE GEOTECHNICAL ENGINEER 9. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. MATERIALS,DENSITIES AND LIFT 1705.6 REINFORCED CONCRETE MASONRY: 10. DO NOT NOT NOTCH OR DRILL ENGINEERED WOOD PRODUCTS,EXCEPT AS ALLOWED PER THE THICKNESSES DURING -��L 3`lJ,c� 1. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90,SAMPLED AND TESTED IN PLACEMENT AND COMPACTION OF �J MANUFACTURERS SPECIFICATIONS.ANY PROPOSED NOTCHING OR DRILLING OF ENGINEERED ? 9,} Pi i°?' ACCORDANCE WITH ASTM C140. WOOD PRODUCTS NEEDS TO HAVE PRIOR APPROVAL BY THE MANUFACTURER. COMPACTED FILL ,� 2. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. 11. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS PRIOR TO PLACEMENT OF TABLE X �Gj� 4GIhJ, ',S.,,, 3. 3. BLOCK COMPRESSIVE STRENGTH SHALL BE AS INDICATED IN THE TABLE BELOW. BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE COMPACTED FILL,OBSERVE 1705.6 C� i 54`!2 4. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(F'm)AS INDICATED IN THE WHERE THE PROJECT IS LOCATED FOR REVIEW. SUBHAS BE DE AND VERIFY THAT SITE CC rte' TABLE BELOW AS VERIFIED BY THE UNIT STRENGTH METHOD CONFORMING TO IBC SECTION 12. THE CONTRACTOR SHALL COORDINATE WITH THE JOIST MANUFACTURER TO PROVIDE HAS BEEN PREPARED PROPERLY. _ ,_'•' ) 2105. ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS, 5. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. WHERE NO COLUMN CONNECTIONS,CONNECTION HARDWARE,ETC. TABLE 2 V*' iREGON REINFORCEMENT IS SPECIFICALLY CALLED OUT ON THE PLANS,WALLS SHALL BE REINFORCED 13. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING -0* Cr1 g (UNLESS NOTED OTHERWISE): REQUIRED STRUCTURAL SPECIAL INSPECTIONS17.7/1'44'42250:::4 )' 1 AS INDICATED IN THE"MASONRY REINFORCING STEEL"SECTION OF THESE NOTES. "�/� 25 P 6. HORIZONTAL WIRE AND BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS AT FLOORS: LIVE LOAD-1/480 OF SPAN,TOTAL LOAD-1/360 OF SPAN SYSTEM or MATERIAL I INSPECTION REMARKS -4,42 D � EXPANSION JOINTS EXCEPT AT ALL FLOOR AND ROOF LEVELS. A MINIMUM OF ONE VERTICAL#5 ROOFS: LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-1/240 OF SPAN IBC CODE CODE or FREQUENCY BAR SHALL BE LOCATED ON EACH SIDE OF AN EXPANSION JOINT. REFERENCE RSTANDARD EFERENCE CONTINUOUS I PERIODIC 1 EXPIRES: 12/31/17 1 14. DESIGNS,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: CONCRETE MASONRY ASSEMBLY STRENGTH A. DEFLECTION DESIGN CRITERIA CONCRETE fm(PSI) `I BLOCK STRENGTH(PSI) I GROUT STRENGTH(PSI) I MORTAR B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS INSPECTION OF ANCHORS 1909.1 ACI 318: X SPECIAL INSPECTIONS APPLY TO 1,500 1900 2,000 f TYPE M OR S C. ERECTION AND PLACEMENT CRITERIA INSTALLED IN HARDENED TABLE 1705.3 3.8.6,8.1.3,21.1.8 ANCHOR PRODUCT NAME,TYPE, D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING,CONNECTIONS&HANGERS CONCRETE AND DIMENSIONS,HOLE 7. PREPARATION,CONSTRUCTION,AND PROTECTION OF MASONRY DURING COLD WEATHER E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS DIMENSIONS,COMPLIANCE WITH (TEMPERATURE BELOW 40°F(4.4°C))OR HOT WEATHER(TEMPERATURE ABOVE 90°F(32.2°C)) F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT DRILL BIT REQE , CLEANLINESS OF THE HHOLESOLE AND • SHALL CONFORM TO ACI 530.1 ARTICLE 1.8 C AND 1.8 D. 15. CALCULATIONS OF THE ENGINEERED WOOD PRODUCTS MUST BE SEALED BY THE PRODUCT ANCHOR,ADHESIVE EXPIRATION ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER OF RECORD. DATE,ANCHOR/ADHESIVE 16. I-JOIST SHALL HAVE LAMINATED VENEER LUMBER(LVL)FLANGES WI ORIENTED STRAND BOARD INSTALLATION,ANCHOR (OSB)WEBS. EMBEDMENT,AND TIGHTENING MORTAR: TORQUE 1. MORTAR SHALL BE OF THE TYPE INDICATED IN THE TABLE ABOVE WITH A MINIMUM WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 X REFER TO STEEL FOR WELDING COMPRESSIVE STRENGTH AT OF 1,800 PSI FOR MORTAR TYPE S(2,500 PSI FOR MORTAR TYPE M) 1903.1 AWS D1.4 REQUIREMENTS AT 28-DAYS AND SHALL CONFORM TO IBC SECTION 2103. PREMANUFACTURED WOOD TRUSSES: TABLE 1705.2.2,ITEM 2b 1. DESIGN OF THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE THE VERIFICATION OF WELDABILITY OF TABLE AWS D1.4 X CONTRACTORS RESPONSIBILITY. REINFORCING STEEL OTHER THAN 1705.2.2 ACI 318: SECTION 2, DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE ASTM A 706 3.5.2 MASONRY GROUT: REQUIREMENTS OF IBC SECTION 2303.4 AND THE"DESIGN SPECIFICATIONS FOR LIGHT METAL OTHER REINFORCING STEEL TABLE AWS D1.4 X TRENGTH AS INDICATED IN THE TABLE ABOVE AND PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. 1705.2.2 ACI 318: SECTION 1. GROUT SHALL HAVE A COMPRESSIVE S CONFORM O IBC SECTION S 2103. 3. TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE 3.5.2SHALL r REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYSTEM OF THE BUILDING. PLACEMENT OF BOLTS INSTALLED TABLE ACt 318:1.3.2.0 X ALL BOLTS VISUALLY INSPECTED 2. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTICIOUS MATERIALS AND AGGREGATE TO 4. MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS NECESSARY IN CONCRETE 1705.3 ACI 318:8.1.3 WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT TO TRANSMIT DESIGN LOADS,INCLUDING SEISMIC AND WIND LOADS,TO THE BEARING AND 1908.5 ACI 318:21.1.8 Z SEGREGATION OF THE CONSTITUENTS. SHEAR WALL SUPPORTS. 1909.1 ACI 318-APPENDIX 14:( W 3. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. 5. THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND ANY DETAILING D Wim` NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE. VERIFYING USE OF REQUIRED MIX TABLE ACI 318:CHAPTER X 4. FULLY GROUT ALL WALLS BELOW GRADE AND WHERE INDICATED ON PLANS. 6. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM DESIGN(S) 1705.3 4 , r Q. LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS: 1904 ACI 318:5.2-5.4 W �1 Q 1904.2 V PREMANUFACTURED WOOD TRUSS LOADING 1910.2 W MASONRY REINFORCING STEEL: LOADING TYPE UNIFORMLY DISTRIBUTED LOAD(PSF) 1910.3 < D: W CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X �'�/' 1. METAL REINFORCEMENT AND ACCESSORIES SHALL CONFORM TO IBC SECTION 2103.14. ROOF LIVE LOAD 20 1705.3 ACI 318:5.9-5.10 I.d� co 2. DEFORMED REINFORCING BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY 25 � W ROOF SNOW LOAD W 8 08 PLACED IN ACCORDANCE WITH ACI 530.1-11 SECTION 3.4. WELDED REINFORCEMENT SHALL EAVES: 25 TABLE 5 0 CONFORM TO ASTM A706 GRADE 60. TOP CHORD: 10 3. UNLESS OTHERWISE NOTED ON PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS ROOF DEAD LOAD REQUIRED TESTING FOR SPECIAL INSPECTIONS >- w Z BOTTOM CHORD:8 O ...i S 4 FOLLOWS: SYSTEM or MATERIAL I TESTING REMARKS W J z ca NET WIND UPLIFT 7 Z w IBC CODE CODE or FREQUENCY IN ADDITION TO THE LOADS NOTED,ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A I co O } I MINIMUM WALL REINFORCEMENT-RUNNING BOND REFERENCE STANDARD CO I Q CONCENTRATED LOAD OF 100#AT ANY LOCATION ALONG THE TOP OR BOTTOM CHORDS. CONTINUOUS I PERIODIC w0 w s z VERTICAL REFERENCE '' ,, ! NOMINAL WALL THICKNESS I HORIZONTAL REINFORCEMENT ETEC NICAL L.L.t w O 0 REINFORCEMENT 7. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO a r- F- I 8" I #5 t 24"QC (2)#4©48°QC GEOTECHNICAL ENGINEER TO 1803 TESTING PER GEOTECHNICAL N © W ROOF TOP MECHANICAL UNITS,MECHANICAL PIPING,ELECTRICAL UNITS,FOLDING PARTITIONS PERFORM TESTING OF REPORT 4. BOND BEAMS WITH TWO#5 BARS SHALL BE PROVIDED AT ALL FLOOR LINES,ROOF LINES,AND ANDRS MANUFACTURERN CSHALLTED LOADS PRIOR DTRAG TRUSSES FSEANDADIDR COMPACTED FILL MATERIALS = h Cr W N }Q 8. TRUSS DESIGN ALL DRAG DRAG STRUTS FOR THE Q C- M AT THE TOP OF ALL WALLS. STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPES. FOLLOWING: FILL IN-PLACE DENSITY OR 1705.6 X BY THE GEOTECHNICAL ENGINEER w N r` d] PREPARED SUBGRADE DENSITY 6. PROVIDE ONE BAR MATCHING THE VERTICAL REINFORCING SIZE FOR THE FULL HEIGHT OF A. SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES WALL AT EACH SIDE OF ALL OPENINGS,AT WALL ENDS,AND AT WALL INTERSECTIONS. B. DRAG TRUSSES TO COLLECT LOAD ALONG THE TOP CHORD AND TRANSFER TO THE MATERIAL VERIFICATION VARIES; X BY THE GEOTECHNICAL ENGINEER 7. FOUNDATION DOWELS SHALL BE OF THE SAME SIZE AND SPACING AS THE VERTICAL BOTTOM CHORD THROUGH WEB MEMBERS CLASSIFICATION F REINFORCEMENT. THESE DOWELS SHALL BE LAPPED TO THE VERTICAL WALL REINFORCEMENT C. ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LOADS AND TESTING AND BE EMBEDDED A MINIMUM OF 9"INTO THE FOUNDATION WITH A STANDARD 90 DEGREE THROUGH SPLICES. MATERIALS CONTROLLED FILL LPERMIT ISSUE HOOK. 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS,SHOP DRAWINGS AND CALCULATIONS CONCRETE 8. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE INTERSECTIONS. WHERE THE PROJECT IS LOCATED FOR REVIEW AND APPROVAL. AT THE TIME FRESH CONCRETE IS TABLE ASTM C 172 X FABRICATE SPECIMENS AT TIME 9. LAP ALL REINFORCING BARS AS FOLLOWS UNLESS OTHERWISE NOTED WITHIN THE DRAWINGS: 10. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING SAMPLED TO FABRICATE 1705.3 ASTM C 31 FRESH CONCRETE IS PLACED (UNLESS NOTED OTHERWISE): SPECIMENS FOR STRENGTH ACI 318:5.6,5.8 TESMASONRY REINFORCEMENT LAP SPLICE SCHEDULE(IN) FLOORS: LIVE LOAD-1/480 SPAN,TOTAL LOAD-1/360 OF SPAN CONTENTTE,PERFORM SLUMP AND AIR ONCE OFEACH DAY FOR A GIVEN 1 BAR SIZE fm=1,500 PSI fm=2,000 PSI fm=2,500 PSI I fm=3,000 PSI ROOFS: LIVE LOAD-1/240 OF SPAN,TOTAL LOAD-1/240 OF SPAN TESTS,AND DETERMINE AN ONCES COR EACHRETE,150OLESS THE TEMPERATURE OF THE THAN FOR EACH YDS OF I #4 24 24 I 24 24 11. DESIGN,SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: CONCRETE CONCRETE,OR LESS THAN ONCE REV DATE ISSUE TITLE ` #5 36 30 I 30 I 30 A. DEFLECTION DESIGN CRITERIA FOR EACH 5,000 FT2 OF SURFACE B. LIVE,SNOW,DEAD,WIND,SEISMIC AND MECHANICAL DESIGN LOADS AREA FOR SLABS/WALLS.ONCE NOTES: C. ERECTION AND PLACEMENT CRITERIA EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM A. FOR CENTER-TO-CENTER SPACING LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND D. DETAILS OF ALL BRIDGING,BRACING,STIFFENERS,BLOCKING AND CONNECTIONS CONCRETE STRENGTH TABLE ASTM C39 X ONE SPECIMEN FOR EACH 50 CUBIC DIVIDE BY THE SPACING BETWEEN BARS. E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS 1705.3 YARDS."PRECONSTRUCTION TESTS B. FOR MASONRY CLEAR COVER LESS THAN 5db,MULTIPLY LAP LENGTHS BY 5db AND DIVIDE F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT AS REQUIRED PER THE BUILDING BY THE CLEAR COVER. 12. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM OFFICIAL." C. NOTES A AND B SHALL NOT BE APPLIED CONCURRENT,USE THE LARGER RESULTING LAP BOARD CEILINGS. CONCRETE SLUMP TABLE ASTM C143 X LENGTH OF THE TWO WHEN BOTH CONDITIONS OCCUR. 13. DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS CONCRETE AIR CONTENT 1705.3 ASTM C231 X MANUFACTURER AND THEIR ENGINEER. CONCRETE TEMPERATURE ASTM C1064 X PROJECT MANAGER: CN MASONRY REINFORCEMENT COVER USE I COVER DESIGNER: YS MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" DRAWN BY: CAD-3 1-1/2"(#5 AND SMALLER) TABLE 6 MASONRY FACE EXPOSED TO EARTH AND WEATHER 2"(#6 AND LARGER) REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE(SEISMIC CATEGORIES C,D,E,F) PROJECT NO: 16-T100 INSPECTION SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS DATE: 01/12/2017 REFERENCE STANDARD ! SCALE: AS SHOWN CONTINUOUS REFERENCE PERIODIC STRUCTURAL WOOD - FIELD GLUING OF DIAPHRAGM AND SHEAR WALL ELEMENTS FOR X SEISMIC CONNECTIONS Fo DIAPHRAGM CHORDS,COLLECTORS,BRACING, ALL CONNECTIONS VISUALLY CLUBHOUSE AND SHEAR WALL ANCHORAGE X INSPECTED AND HOLDOWNS 1705.11.2 SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER FASTENING OF DIAPHRAGM AND SPACING IS GREATER THAN 4"ON SHEAR WALL SHEATHING WITH X CENTER FOR WOOD SHEAR WALLS, SHEET TITLE: EDGE NAILING 54" DIAPHRAGMS,NAILING,BUILDING ��'''++ AND OTHER COMPONENTS IN THE STATEMENT OF SPECIAL ' SEISMIC FORCE-RESISTING SYSTEM. INSPECTIONS SHEET NUMBER: S 1 a 2 SCHEDULE AND NOTES HEADER/BEAM SCHEDULE JOIST FRAMING SCHEDULE BEARING WALL SCHEDULE g. �x5r �:�: HEADER I BEAM SIZE POST/COLUMN TYPE (UNO) DEPTH JOIST TYPE AND SPACING MARK WALL BASEMENT WALL FIRST FLOOR SECOND THIRD FLOOR WALL TYPE H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING J1 11 7/8" TJI 110`s©24"OC HEIGHTS (IF APPLICABLE) WALL FLOOR WALL WALL r,-- B1 4x10 DF#2 W1 10'-2"& 2x6 DF#2 @ 12"OC 2x6 DF#2 @ 16" 2x6 DF#2 @ 16" 2x6 DF#2 @ 18" TYPICAL F R O E L I C H (2)2x CRIPPLE AND(2)2x KING J2 11 718" TJI 230's @ 24"OC LESS DC DC DC CONSTRUCTION 1 B2 5 1/2 x 6 GL (2)2x DF#2 J3 11 7/8" TJI 360's©19.2"OC W2 10'-2"& 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" TYPICAL ENGINEERS ; B3 3 1/2 x 11 7/8"GL (2)2x DF#2 J4 11 718" TJI 560's @ 16"OC LESS DC OC DC CONSTRUCTION MAIN OFFICE:6969 SW HAMPTON ST W3 9'-2"&LESS 2x4 DF#2 @ 12"OC 2x4 DF#2 @ 16" PARTY WALL PORTLAND,OREGON 97223 84 51/2 x 11 7/8"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) J5 7 1/4" PT 2x8 DF#2 @ 16"OC OC 2x4 DF#2 @ 16" 2x4 DF#2 @ 16" (503)624-7005 85 7 x 11 718"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) J6 5.5" 2x6 DF#2 @ 12"OC 9'-2"-10'-2" (2)2x4 DF#2 @ 16" 2x4 DF#2 @ 12" DC DC PARTY WALL BEND OFFICE: B6 PT 4x12 HF#2 PT fix HF#2(4x6 DF#1 AT WALLS) J7 11 7/8" TJI 360's @ 12"OC OC OC 745 NW MT WASHINGTON DRSUITE#205 B7 5 1/2 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) BEND,OREGON 97701 B8 51/2 x 18"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) froellch-engineers.com JOB# 16-T100 B9 51/2 x 21"GL 5 1/2x6 GL POST B10 6 3/4 x 25 1/2"GL 5 112x7 1/2 GL POST SHEAR WALL SCHEDULE TYPE SHEATHING-NAILING SOLE PLATE RIM JOIST MUD SILL PLATE AND COMMENTS NOTES: [1tl 1 CTU B11 5 1/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING C'c: -----------„,14, CONNECTION TO RIM CONNECTION TO ANCHOR BOLTS(REF 1. REF BEARING WALL SCHEDULE FOR WALL TYPE. v,) c j;�;z--- - B12 � B12 PT 5 1/2 x 15"GL REF PLAN JOIST DOUBLE TOP PLATE NOTE 6) 2. UNIQUE WALL FRAMING CALLED OUT ON PLANS. ��''-.._-'�/-e B13 PT 3 1/2 x 11 7/8"GL REF PLAN STD 1/2"APA RATED SHTG 0.148x3"COMMON @ 6" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 42" SEE NOTE 11 3. STUDS SHALL BE ALIGNED FROM FLOOR TO FLOOR. C� �� F f0 (1)SIDE W/8d NAILS @ OC LTP4©48"OC 8"OC&SIMPSON LTP4 DC(EMBED 7")(OR S1MP &12 BELOW w 15472 r� BEAM SPECIFIC NOTES: 6"DC EDGES& 12"OC @ 48"OC MASA) FIELD N.- C' --- --iI�I,."r�� 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. A 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 24" SEE NOTE 11 a T-I Ei E die -EGON \ ,,,.. 2-SUPPORT BEAMS WITH (2)-2x6 CRIPPLE AND (1)-2x6 KING AT EACH END UNLESS NOTED OTHERWISE IN THIS TABLE (1)SIDE W/8d NAILS @ DC LTP4 @ 48"OC 8"OC&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW a SHEAR WALL EDGE NAILING SHEAR WALL EDGE NAILING '57.� t(y $ 1g°s oti OR ON THE PLANS. 4"OC EDGES& 12"DC @ 32"OC MASA) 25 0 �j FIELD m : O P`%4' ' B 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 2x PL W/5/8"DIA AB @ 18" SEE NOTE 11 0 CONT DBL 2x TOP PL p CONT DBL 2x TOP PL E (1)SIDE W/8d NAILS @ OC LTP4 @ 36"00 8"00&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW f EXPIRES: I�3I// 3"OC EDGES& 12"OC @ 24"OC MASA) ---� WALL STUD SIZE&SPACING r - - WALL STUD SIZE&SPACING FOOTING SCHEDULE FIELD REF BEARING WALL.SCHED REF BEARING WALL SCHED SIZE REINFORCING NOTES C 112"APA RATED SHT'G 0,148x3"COMMON @ 4" 0.148x3"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12" SEE NOTE 11 (2)SIDES W/8d NAILS OC LTP4 @ 24"OC 8"00&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW --- c- 0-. 4 1 1'-6"WIDE x AS SHOWN x 10"DEEP LONG: (2)#4 BOT @ 4"OC EDGES&12" @ 12"OC MASA) ` C9 ` TRANS:#4 @ 18"OC BOT OC FIELD = Q DBL STUDS AS REQ'D BY i U 0 w a- SCHEDULE 0 w 2 2'-0"WIDE x AS SHOWN x 10"DEEP LONG: (3)#4 BOT D 1/2"APA RATED SHT'G 0.148x3"COMMON @ 4" 0.1484"TOE NAILS @ 3x PL W/5/8"DIA AB @ 12' SEE NOTE 11 _ w a TRANS:#4 @ 18"OC BOT (2)SIDES W/8d NAILS OC LTP4 @ 18"DC 6"00&SIMPSON LTP4 OC(EMBED 7")(OR SIMP &12 BELOW = Z o I z 07 @ 4"00 EDGES& 12" @ 9"DC MASA) i- < _Jp 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP&BOT OC FIELD ¢ TRANS:#4 @ 12"OC TOP&BOT SHEAR WALL GENERAL NOTES(APPLICABLE TO ALL SHEAR WALL TYPES): a ��r- �\r a g g 4 2'6"x 2'-6"x 10"THICK (3)-#4 EA WAY EQ SPACED BOT 1 IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12"OF EACH END AS PER OSSC SECTION 2308.6. SHEAR WALL SHTH REF PLAN & 5 3'-0"x 3'-0"x 12"THICK (4)#4 EA WAY-EQ SPACED BOT SHEAR WALL SCHEDULE AS SHEAR WALL SHTH REF PLAN & 2 SHEAR WALL FRAMING IS TO BE 16"OC UNLESS NOTED OR DETAILED OTHERWISE. SHEAR WALL SCHEDULE AS 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT �� OCCURS _ ` OCCURS 3 SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. _._.___.r� _ LONG:(3)#4 BOT NOT USED ON THE ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION 7 2'-0"WIDE x AS SHOWN x 10"DEEP TRANS:#4 @ 24"00 BOT CLUB HOUSE 4 ALL NAILS STATED ARE COMMON NAILS UNLESS NOTED OTHERWISE. 8d GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR THE J 8d COMMON NAILS. a OR FLOOR, REF PLAN r� OR FLOOR, REF PLAN Sd=0.131 x 2-112° p2x OR 3x SOLE PL REF PLAN o 2x OR 3x SOLE PL REF PLAN I- HOEDOWN SCHEDULE I 10d=0.148 x 3" '�& SHEAR WALL SCHEDULE to &SHEAR WALL SCHEDULE cn 1--. �� 16d=0.162 x 3-112" SHEAR WALL E . 77DGE NAILING .��� SHEAR WALL EDGE NAILING <" w MARK HOLDOWN ATTACHMENT ATTACHMENT TO POSTS COMMENTS -• (� FOUNDATION UNO ON 5 LTP4 PLATES SHALL BE INSTALLED W/(12)8d COMMON NAILS. 1 I ! 2 PLANS OR DETAILS 6 ANCHOR BOLTS SHALL BE GALVANIZED&SHALL HAVE A 114"x3"x3"GALVANIZED PL WASHER BETWEEN THE SILL PL&NUT. NOTES: NOTES: i 1 0_ ANCHOR BOLTS SHALL BE PLACED SO THAT THE EDGE OF THE PL WASHER 1S 1/2"MAX FROM THE SHEATHED FACE OF THE WALL. NOT REQUIRED WHERE SHEATHING IS APPLIED TO BOTH FACES,ALTERNATE ANCHOR BOLTS,OR SIMPSON MASA-SEE DETAIL 7/55.1 FOR 1. REF ARCH FOR WALL FINISHES, FURRING, ETC. 1- REF ARCH FOR WALL FINESWES, FURRING, ETC. 0 2. REF ARCH FOR ADDITIONAL REQUIREMENTS 2. REF ARCH FOR ADDITIONAL REQUIREMENTS 1 SIMPSON HTT5 (18)0.162x3112"NAILS USE SIMP.SSIB24L INTO (2)2x STUDS PROVIDE#4 DOWEL WI ANCHOR BOLT PL WASHER REQUIREMENTS. TO MAINTAIN FIRE RATING. TO MAINTAIN FIRE RATING. a J STEM WALL. USE 5/8"DIA MIN STANDARD HOOK @ EACH 7 PENETRATIONS GREATER THAN 4"WIDE x 4"TALL IN THE SHEATHING OF SHEAR WALLS SHALL NOT OCCUR UNLESS APPROVED ASTM A36 HEX HEAD A.B. HOLDOWN LOCATION cqa EMBED 8"INTO FTG.W/ BY ENGINEER.PENETRATIONS SMALLER THAN 4"WIDE&4"TALL SHALL BE BLOCKED ABOVE&BELOW(STUD-STUD)&EDGE 1/4°x3"x3"PL WASHER NAILED. TYPICAL WALL CONSTRUCTION W1 & W2 PARTY WALL CONSTRUCTION W3 Ct UJ w co BETWEEN DBL.NUT @ BOT. 8 SIMPSON MASA SHALL BE APPLIED DIRECTLY TO SILL PL.00 NOT ATTACH LEGS OVER SHEATHING. DO NOT ATTACH LEGS TO Et 8 0 0 OF THREADED ROD WHEN STUDS. 1 a ai NO STEM WALL OCCURS. W r � 9 SEE DETAILS 3/S5.1, 5/85.1,6/S5.1,7/S5.1,&11S6.1 FOR TYPICAL SHEARWALL INSTALLATION. O J w 0 2 SIMPSON HDQS (20) 1(4"DIA.x 3"SIMPSON SIMPSON SSTB28L (3)2x STUDS PROVIDE#5 DOWEL W/ I SHEAR WALL SPECIFIC NOTES: Z J Z 1:1w SDS WOOD SCREWS MIN STANDARD HOOK EACH HOLDOWN LOCATION 10 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR GREATER&NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE COZ Q O 3 SIMPSON HHDQ11 (24)SIMPSON SDS 1/4"DIA 1"DiA ASTM A36 THREADED 6x POST OR PROVIDE#5 DOWEL WI WITH 0.148x3"@ 4"OC STAGGERED). 1 BEARING WALL CONSTRUCTION o w u z x2 1/2"WOOD SCREWS INTO ROD(12"EMBED INTO AS DETAILED STANDARD HOOK @ EACH wl. O ~ c O 11 FRAMING AT ALL ADJOINING PANEL EDGES&SOLE PLATES RECEIVING EDGE NAILING ON BOTH SIDES SHALL BE 3' NOMINAL OR GREATER SCALE: NTS ❑ NARROW FACE OF MEMBER FOOTING W/1/4"x3"x3"PL HOLDOWN LOCATION AND NAILS SHALL BE STAGGERED.(DBL 2x ARE ACCEPTABLE WITH148x3"@ 4"00 STAGGERED)OFFSET SHT'G JOINTS TO FALL ON S1.3 to ❑ vJ W OR AS DETAILED WASHER BETWEEN DBL. DIFFERENT DOUBLE STUDS. • Q W NUT @BOT, OF THREADED ROD) 12 SIMPSON LTP4 CLIPS @ SOLE PLATE CONNECTION TO RIM JOIST ARE NOT REQUIRED IF UPPER WALL SHEATHING IS CONTINUOUS& r.t H C7 LA w tico DIRECTLY EDGE NAILED TO RIM JOIST. 4 SIMPSON MST37 (11)0.162x3 1/2"NAILS AT -- (2)2x STUDS -- TOP&BOTTOM (CENTER MIN STRAP ON FLOOR CAVITY (22)TOTAL NAILS) 5 SIMPSON MST60 (24)0.162x31/2"NAILS AT --- (2)2x STUDS --- PERMIT ISSUE TOP&BOTTOM(CENTER MIN STRAP ON FLOOR CAVITY (48)TOTAL NAILS) 6 (2)SIMPSON (24)0.162x3 1/2"NAILS @ --- 4x MIN - MST60 TOP&BOTTOM. ONE STRAP PER SIDE OF WALL. (CENTER STRAP ON FLOOR REV DATE ISSUE TITLE CAVITY(48)TOTAL NAILS) 7 (2)SIMPSON (38)0.148x3"NAILS TO DBL. --- (2)2x STUDS --- MSTC66B3 STUDS&(14)0.148x3 NAILS MIN TO SIDE OF BEAM&(4) 0.1484 NAILS TO BOT.OF BEAM.ONE STRAP AT EACH SIDE OF BEAM NOTE: 1. DBL STUDS SHALL BE LAMINATED TOGETHER WITH 16d NAILS @ 6"00 FULL HEIGHT(TYPICAL) PROJECT MANAGER: CN WHERE STRAP HOLDOWNS DO NOT ALIGN WITH HOLDOWNS BELOW, EDGE NAIL SHEAR WALL SHEATHING TO DBL STUDS BELOW 2. WITH 0.131x2 1/2"@ 4"OC DESIGNER: YS 3. INSTALL HOLDOWNS AND HOLDOWN ANCHORS PER MANUFACTURER RECOMMENDATIONS DRAWN BY: CAD-3 4, SEE DETAILS 3/S5.1,5/S5.1,6/S5.1,AND 5/56.1 FOR TYPICAL HOLDOWN INSTALLATION. PROJECT NO: 16-TI00 DATE: 01/12/2017 SCALE: AS SHOWN CLUBHOUSE SHEET TITLE: SCHEDULES AND NOTES SHEET NUMBER: S1 . 3 , FRE L I_C H ENGINEERS 4 MAIN OFFICE: 6969 SW HAMPTON ST PORTLAND,OREGON 97223 (503)624-7005 BEND OFFICE; 745 NW MT WASHINGTON OR SUITE#205 BEND,OREGON 97701 froe!ich-engineers.com JOB# 16-T100 5.CaUCTUR? IROPROp I -- AGIN -6,. o's,0 I-0 15472 v a EGON 0 2 3 , (---- 4 ��z D r\‘'‘FOR FRAMING, REFERENCE 1 EXPIRES: 12/ � 1 SHEET S2.4. 3l /7 1 I I 1 I I I 52.4 I i t I ITHIRD FLOOR TOP OF PL QV I CT I Film H . Ii 1 ` �, " II ii .. FOR SMEAR WALL& _ _ il'f II -..1- .. . I._.. �1 i HOEDOWN OF LEVEL 03, Z Ir. -1--- REFERENCE SHEET S2.4 cc 47 t I r i 1 7 W I I 0 d O I is ! [ _ _ __-:.I C ' J I -- 1 FOR FRAMING, J I I REFERENCE W -- I II 4.11' 52,3 SHEET S2.3. I II ILI l l I I - __.. O ❑ co.I_L 11-----11-_-Y ,j�•.------ = SECOND FLOOR TOP OF PL Et Ow1J , ( — 1 ' L r� Z ' `� iL YJ SiS i rill t r I t L H 1 1 Ii LL (D I d O IN `- ! - ..--. I FOR SHEAR WALL& O w ' z 4 111 ! III 1: I ;- HOEDOWN OF LEVEL 02, W p �l"/"� o'ro O .1 14I I I - — lItl /REFERENCE SHEET 52.3 p v! I ' F � � �' li 1 � II � _ i— Q W � � ri ' 4 I 1 �f• I --=I; 1 I I -_ FOR FRAMING, .W I 1 I 1 1 REFERENCE I SHEET S2.2. I I r - z I I n -- I t �j 52.2 I, i I � �____ I I I1i : ___i4-:_-:-- - PERMIT ISSUE - FIRST FLOOR TOP OF PL 41: 1 t. I 1 i kj- -j \\ I FII __t_ I FOR SHEAR WALL& a HOEDOWN OF LEVEL 01, REV DATE ISSUE TITLE I /// I j /' REFERENCE SHEET 52.2 • I • \ I FOR FRAMING, ri I I 40 REFERENCE 1 n _ I' r SHEET521.r II I I iti I { I _ ' t - FIRST FLOOR TOP OF SLAB PROJECT MANAGER: CN DESIGNER: YS DRAWN BY: CAD-3 PROJECT NO: 16-T100 DATE: 01/12/2017 SCALE: AS SHOWN CLUBHOUSE SHEET TITLE: I CLUBHOUSE - FRAMING & SHEAR WALL MAP FRAMING & SHEAR WALL MAP 52.0 SCALE: 114"= 1'0" 16-T100 SHEET NUMBER: S2 . O FOUNDATION PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS,DETAILS AND CONDITIONS NOT `` SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE '' ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED,NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION INA ': • - TIMELY MANNOR PRIOR TO BID OPENING. ' C C.J.-INDICATED CONTROL OR CONSTRUCTION JOINT,SEE DETAIL 2/S5.1 D STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED PER DETAIL 1/S5.1 A ( AI 0 Q ill E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCH. F R O E L I G_ H I ----1 �TYP 4 Ell`__ —— 0 4 —— 0 1:11 _- ®TYP MAINN oFF�=10E:N E E R 5 I r -1 m r 1 — 6969 SW HAMPTON ST I I I g 4 © ! I I I �I I j i 4 KEYED NOTES PORTLAND, 03T 2 N�OREGON 97223 5 I I I pii I TV my®DOORT r,-- I I• I • I a I I• r , •3 PT 6x6 DF#1 COLUMN.SEE DETAIL 4/S5.1 ,."-.`-', I I BEND OFFICE: , L— _.._. _ J I ! I L ——J L —_.. _I L — J � L I� I L 745 NW MT WASHINGTON DR © Q r ' ' � "1 i g AI © 37 4"CONC SLAB ON GRADE W16X6-W1.4xw1.4 MESH EA WAY OVER VAPOR BARRIER SUITE#205 .- - - - — — — .W..," ------ - — — S5.1 - _ Y — — — — — — - BEND,OREGON 97701 I — — — ,� " t6:1 ---r---- - -��-` - -r 4 PER ARCH OVER SUB-GRADE PER GEOTECH Mr -W1 ITYP AT — — W1 I 4roelich-engineers.cam 2 —— _I ! r W1 1 I— ' W1 r-——— DOOR r 2 j r^.` W1 —� JOB# 16-T100 17 1-- � J FOOTING SCHEDULE ! v 1 ya'Pp.:,iliillll�I� ,"I. - 2 r 1_. 4,�,I��,1��,i;,��I'4���, 2 14 ►_� II I u ►` I SIZE REINFORCING NOTES U r -I I II- - r- • 1 1 1'-B"WIDE x AS SHOWN x 10"DEEP LONG:(2)#4 BOT ' C;T-. 4 I , r— _ r_ —_1 TRANS:#4 @ 18"OC BOT Acr- --i--- ,<AD_ {F1 ii 2 2 0 WIDE x AS SHOWN x 10 DEEP LONG:(3)#4 BOT ''''.Nu: � S W2 WI 1 II W1 TRANS:#4 @ 18"OC BOT 1-:—: 15472 r 2L 2 _I . IW2 - 2Ali © 3 3'-0"WIDE x AS SHOWN x 15"DEEP LONG:(5)#4 TOP 8L BOT r1 B _-__ _,".. M.ns I 2 i TRANS:#4 @ 12"OC TOP&BOT � �JrS5.2 ' I 1 I `' 1 4 2'-6"x 2'-6"x 10"THICK (3}#4 EA WAY-EQ SPACED BOTr -I +"EGON 1 I . Il i'i of h II ® �- I :. JI_ 1 5 3'-0"x 3'-0"x 12'THICK (4)44 EA WAY-EQ SPACED BOT �-Y, 4Y25 egg p'1� I '� 4 L— - 4 I 6 3'-6"x 3'-6"x 12"THICK (4)45 EA WAY-EQ SPACED BOT �'- L�� mC � 7 2'-0"WIDE x AS SHOWN x 10"DEEP LONG:(3)#4 BOT NOT USED ON 'EXPIRES:/J./at/7 I S5.2 TRANS:#4 @ 24"OC BOT THE CLUB HOUSE W1 ® J L I ` 2 IW1 • , II CJ �I W1 _ W1i j: 2 2 • 2 iI 14 t } S5.2 r� `-� - + L AftI ells — I = --7 I I • I I E —_ x. I I R I �TYP I x I n � TYP ! 11 L r 6 I I CJ I I ,I 55.2 ® IL i I� `� 0► C-1-1-1.-:\ 1 I CJSLOPE II iISLOPE,5.) I I REF ARCH I I 6 i ii_ REF ARCH 6 ' ®AS REQ'D i SIM I I I I W1 ' II W1 I L I J L Lr , J L�--- �s-1-1 4 4 ri ` 11 2 I 2 I 11 ! I I— rith— 1--, F— ——I TRANSE 411 1... 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' I I 2 S5.1 . .- J'Y V V V V V V V••••••••V V 0 L J L I -L—�-- L I -LI w1 _. __ r W1 1 -� rI .. .. . __ 2 - _ I - -_.._._ 7 r --- I I I I I r— — �---• PROJECT MANAGER: CN L _..J T W1 1 L J 0 0 - I I I I I 1,-- ' ' W1 DESIGNER: _s YS ' �2 LI I L rvwvvvvvv ;J 2 4 ,.,,�..._ i 8 L� - n n - I jl I I1 �wi 1 1 ' W1 DRAWN BY: CAD-3 ® W1 ___I I — L_ ___J L--J I 2 PROJECT NO: 16-T100 2 U © a I li� - 8 DATE: 01/12/2017 Mir1MP L_ .]N ._ ——tL_J SCALE: AS SHOWN © II © - - 0 0 r--= 0 I _. _ II I1,17-0, I ILItI rIiJ In 1I r,_ 0 _ 11 , I . I I ' I ; I I rtiriji- e © �_ ="J L .__J L_ J 1 I ��=-'.I 1 1 _1 I 4 ® 4 I1 CLUBHOUSE II 4 L_ J 4 L _i_J I I II Ii SHEET TITLE: ' B U I FOUNDATION PLAN i FOUNDATION PLAN - CLUBHOUSE • S2.1 SCALE: 1/4"=1'-0" 16-TI00 SHEET NUMBER: . S2 S2 . 1 FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS '` . . - AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS • - REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE �8� ARCHITECT 1 ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR + TO BID OPENING. ! -' .8_6_1:F1ID ;=' ,,1,,:..., A31 / C FOR TYPICAL DBL TOP PL SPLICES, SEE DETAIL 3/S6.1 UNLESS NOTED �] i C-2-c- S6.21 S6.3 © 7P DBL 41) OTHERWISE F t� Q ELjH T ® D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OFENGINEERS8 ® ® ® 56 2 ® S6.1 56.1 THE SAME SIZE (MIN) IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS MAIN OFFICE. > 19 19 ® TOP PL I NOTED OTHERWISE. SEE DETAIL 4/S6.1. 6969 SW HAMPTON ST J 56,2 B11 512 I ■ S6.2 - / SPLICE PORTLAND,OREGON 97223 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF (2)2x6 STUDS AT EACH FLOOR TO (503)624-7005 ► B6 B7 - - 42) 20 ; B3 I FOUNDATION, TYPICAL UNLESS NOTED OTHERWISE r B tLI =Q �j � IB B; '� 9 0 Ml F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) 745 NW MT WASHINGTON DR ©. I CRIPPLE& 2 KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL BEIDE ORE .r,� - _ . !1_-__77,--_--.J. _ - - - _ - _ - - - _ - - - _ (4) BEND,OREGON 97701 `4` 134 cv --- J5 m fi_-.____ 2156.1 B I B1 B1 1 i �� r- "� Q m E ' THESEi AREF R NE LANDNOTfroelich-engineers.corn S6.2 LI I G DRAWINGS O GE RA LAYOUT JOB# 16-1900 2 41 • ® 1 m m 41 O i s NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE .NN / �___J r; `. -_' 34 f ' ."` " -" 4,,, ,�'"- ,� I I 6 CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER AIL/ I B11 `,`_ -�--- S6.3 _4_,•-- ^I�� B9 13) i 'I"; 1\--q,a,1 -- '��--� B9 _ 56.1 1 AISC CODE OF STANDARD PRACTICE. / S6.2 CD 24 49 Argh 25 OH' 1I ; \ ,! P+'(;,^- s6.3 ® A ' KEYED NOTES Lk/ 15472 �� ` - / i 1 ► 56.3 d I I ® �. !L___,,,:;.-w-_ I H1 I I 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING, SEE ARCH. �� 11..E ' ® 0 d �j -` 2 SIMPSON CS16 x 12'-0",9'-0"TO 1 314"x 11 7/8"BLOCKING BETWEEN FLOOR JOISTS p EGQN ! t N & 3'-0"TO DBL TOP PL OR BEAM. NAIL W/0.148 DIA x 3 NAILS AT EVERY OTHER # .� o, 1 � B11 a*,4*--JI HOLE. 1A, <) 25 1 `�' a i i :OD 1 o m j � I 9 PRE-MANUFACTURED ROOF TRUSSES ©24"OC �RZ 17�P� ® - r J3 ` © 12 SIMPSON MST37 CENETERED AT DBL TOP PL BREAK I EXPIRES: /2/3/��7 . i� / m S6.1 m r( T F I / '� Si . L" ,.�m�� 13 SIMPSON HUC BETWEEN BEAM AND POST 10 9 � 1 1 I ICri - ' 15 SIMPSON MST37 CENTERED BETWEEN BEAMS S6.1 1 S6.1 11 � 0 r(96-) SIM S6 1 / 241 16 3 1/2x11 7/8 GL DRAG STRUT TO RECEIVE STRAP. USE SIMPSON HUC410 TO THE B I0 1 ADJACENT BEAM. SIM ; S6 2Jv ! 23 ® a x «ww�_.� C g17 SIMPSON MSTA49 STRAP CENTERED BETWEEN BEAM AND DBL TOP PL OR RIM- B8 B8 ....::�_ USE0.148x3"NAILS EVERY OTHER HOLE , SEE DETAIL 14/S6.2 AND 20/S6.2. x x z $ t 20 SIMPSON HHB3 TOP FLANGE HANGER 21 PT 6x6 dF#1 COLUMN. SEE DETAIL 18156.2 I m , E 28 -� 42 �- 23 ALIGN BEAM WITH WALL ABOVE. I..•-- 10 i 1. (-6--- 6 S6,1 86.1 S6.3 • 'Ad. / 24 5 1/2x 6" GL COLUMN WITH SIMPSON CCQ COLUMN CAP ( USE SIMPSON ECCQ AT S 11 7 I D d i ' !' ' i END CONDITIONS ) _ / - I © © e . G4 l t.1 Gill 17 I 25 6x6 DF#1 COLUMN WITH SIMPSON CCQ COLUMN CAP ( USE SIMPSON ECCQ AT END -c-0- - J1 -r�._. B4 - - - - - - - CONDITIONS ) _ - - - - - .. _ . .fes - - XI _ lx- - - - - _ - H1 B3 q B7 t' 11fi 26 PT 6x6 DF#1 COLUMN. SEE DETAIL 27156.3 1 i TYP 0 �� 25 ii �`=`� 30 4x FULL DEPTH DRAG STRUT. TO BE ALIGNED WITH SHEAR WALL. V) I- I m U 21 CO 1 I ® 33 4x8 DF#2 WI(1)2x KING STUD AT EACH SIDE W/(4)0.162x3 1/2" NAILS TO BEAM d W i GI - - - - - - -- - OPPS6.2 1. 17 H 38 PRE-MANUFACTURED GIRDER TRUSS W ----LI ® 39 : : :I :ITHs1MPs0NcGALV (2} xST MIN. HU . 1.11 - _ T ', ---' '" -..y.._:.. i'-L!S._L _ ._ ,. ... - - -_-. ._.-. - _ ., - ".II1L'- .__ ._.I:.:•_ "�L _"1.. ®.,.� _ - ....!'a.-Lu_'L1 - --- - - - _ _ -_-- -- _ B3 . H1 \ 4 r ,r,2 , , : 2 -tom._: ---�, - _ _ ____ .11_,. -. _.-..... - 41 Q .tel L. ,,, ., k 1-- 1 AI„,, -.000_ .___ 61 I . . Ci) I I It / I �� v I _ v 1 I I.,L w W . ` I C2) 12 f 13 HEADERfBEAM SCHEDULE o CO) .1 E _ I 10 S6.2 - 16 HEADER/BEAM SIZE POST/COLUMN TYPE (UNO) W c (n . slim e / S6.2 O _„J ' O S6.1 : S6.1 H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING F' • E J z 2 B ' 0 R r'------'----'." p ekL.I cr 0 0..-x..-n.. _ a�_�-..t._--..,... ---------.-- i I i Yo B4 4x10 DF#2 (2}2x CRIPPLE AND(2)2x KING p T j WI Ct LL IV I i® _ _ -__ __ B2 51/2 x 6 GL (2)2x DF#2 , ` O . 1 _ I vi -E �1 W e as xe�.ae-+ xe -,�.xn.ws...en�s�.���gin. �,.�: O 2 O _ ____ - E 1 . 42 B3 3 1/2 x 11 7/8"GL (2)2x DF#2 4 IE I m { _- _W__-__„_ ;..s I I I B4 5 1/2 x 11 718"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) - m Q W N Q t � vL__�.--, g II F A _ 6 I { B5 7 x 11 718"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) I m '° 1 ; J "`"""" 411:0 "- v - 56.1 li 'HO B6 PT 4x12 HF#2 PT 6x HF#2 (4x6 DF#1 AT WALLS) / - . 1 Q __ v SIM 11 B7 5 112 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) 0 - C I ' 9 I J3 I �g� s B8 5 1I2 x 18"GL 6x DF#1 (4x8 DF#1 AT 2x4 WALLS) PERMIT ISSUE E `� SS S6.1 ' m --� © B9 5 112 x 21"GL 5 112x6 GL POST F1 1 D CC:". , SIM - _ -- - j I 1310 6 314 x 25 1/2"GL 5 112x7112 GL POST i S6.1 � _-- - ,� 11 ; 1I B11 51/2 x 9"GL (1)2x CRIPPLE AND(1)2x KING 6 - ======= _- •. -- 56.1 _ B12 PT 5 1/2 x 15"GL REF PLAN 56. I I I ,- C ; B13 PT 3 1/2 x 11 7/8"GL REF PLAN 1 E 4- E m REV DATE ISSUE TITLE ' BEAM SPECIFIC NOTES: J • Q� •/ Q . • i _ , g i B11 1 USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. OF: 22 FT' zi____ ] .. �.s I(B> _____-_1X1.___ I 2-SUPPORT BEAMS WITH (2)-2x6 CRIPPLE AND (1) 2x6 KING AT EACH END UNLESS g,� 1 _-_ f 4a� �.! �<rcr-�-- "��' NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. S6.2 m - ---- _ - - - - - - - _- _ �_ . '_ - _ - _ - -. - - = - -- -- - - - - -- - - _, _ . . . � _ -- _ ? fit '€ - - _ f 41 F 0 JOIST FRAMING SCHEDULE PROJECT MANAGER: CN B 1 1 - - -F 41 rr E I 1 { ' ` --41:- .4:k t 1_...._.......___.._._._.._ _ 1 I DEPTH JOIST TYPE AND SPACING DESIGNER: YS v v Aiii Q --� - • r-- I -j ; B13 L- __ I - - ' I B6 ,�-�- v ® J1 11 7/8" TJI 110's @ 24"OC DRAWN BY: CAD-3 ria S6.1 i �, ; I Q I - J2 11 7/8" TJI 230's @ 24"00 PROJECT NO: 16-T100 1 i1 ® r 23 i H1 ,TY !i . 42 J3 11 7/8" TJI 360's @ 19.2"OC I -!... - -- __.� � ' A----- I � I DATE: D111212D17 • S6.2 L- -� `�� o� 1 J4 11 718" TJI 560's @ 16"OC © �/ SCALE: AS SHOWN i m \rC r �l J5 7 1/4" PT 2x8 DF#2©16"pCi "- m 13 irta -~ I J6 55 2 6DF# 2 OC - 6 �`- � �� • x 2@1 " 57.1 9 , ® �`EIS • J7 11 718" TJI 360's @ 12"OC B11 B11 ` t.'• B11 1 3 �: '' / ` I ti \, - 2� 16 2� I CLUBHOUSE / I 32 I S6.1 S6.2 ® ' 7 1 ® SIM I) 111F SHEET TITLE: �B D SECOND FLOOR OOR FRAMING PLAN 1 SECOND FLOOR FRAMING PLAN - CLUBHOUSE 2...2) 5CS6-TCALI0E:0 1/4"= 1,-0" 1 SHEET NUMBER: S2 . 2 FLOOR FRAMING PLAN NOTES A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 4 _ _.„, B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL - CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSEz_. - THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS ` -'`-5=•-• REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE t € € ARCHITECT!ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR,,,, , TO BID OPENING 4 A� I 23AM C FOR TYPICAL DBL TOP PL SPLICES,SEE DETAIL 3/56.1 UNLESS NOTED L OTHERWISE I C H .F R 0..,..„:„ 56.1rk (:7 D ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF ENGINEERSII 56.2 S6.2 * TYP )€ S6.2 @ THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS MAIN OFFICE: 6 B _ • NOTED OTHERWISE.SEE DETAIL 4/S6.1. . 6969 SW HAMPTON ST 0PORTLAND,OREGON 97223 I B6 =i' 56.1 �r� ^J � I. i 0 E SUPPORT ALL GIRDER TRUSSES W/A MIN OF(2)2x6 STUDS AT EACH FLOOR TO (503)624-7005 � _--- -T- -�_- ,..niv ,,�,\,,, Alla .d B € I86 .. 1 � Qlink FOUNDATION,TYPICAL UNLESS NOTED OTHERWISE BEND OFFICE: GI C' • • ---" H1 S6 V Q • I1 _---® S6`1 N' • F PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) SUI745TE#205 NW MT WASHINGTON DR � r TYP - _ €t _ _______ ,,,",� .. t CRIPPLE6 &(2)KiNG ON EACH END OF HEADER CONSTRUCTION PER DETAIL BEND,OREGON 97701 41 S6.2 -"........... ,...,..,«..-_... _ _ _-_ . (41) --__ _- ._. \.. 2/S6.1 froeiich-engineers.co n I I g y • • €' 4.,'"-- Li G THESE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT JOB# 16-T100 ��+� »-_-^ € € NECESSARILY PER AISC STANDARDS. IT IS THE RESPONSIBILITY OF THE Q ,- i _ - € / i CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAILED DIMENSIONS PER -_----- --------� 22 - 1 en � � AISC CODE OF STANDARD PRACTICE.41151k ��t�,.�„tit?A > ;Nr -AMMO 41144111.4L 56,2 ii 0 56.2 ' �^. - KEYED NOTES "^ '� € ( �✓ 11 ii 15472 2 i € ii 1 1 1/4"MAX GYPCRETE OVER 7/8"APA RATED SHEATHING,SEE ARCH. Q' i 1 E 11 ''€ 2 SIMPSON CS16 x 12'-0", « 3/4" « ir"." ill111;r- i 10 ;I i « 9-0 TO 1 x 11 718 BLOCKING BETWEEN FLOOR JOISTS t/ ` _,�� _ 8 E 10 &3-0 TO DBL TOP PL OR BEAM. NAIL W/0.148"DIA x 3"NAILS AT EVERY OTHER �"` e- EGONI S6.1 rF---- • HOLE. ��<y25 �9"� € € t1 "'" 56.1 I = € € 56.1 ----- - '-i 1 � 10 ' - 1 i ? • 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MiN OF 0.131x2 �/i�• Dep\' 7 € € l J t t 1/2"NAILS @ 6"OC UNO ON PLANS _ 56,1 S6.11 _-� J1 ,._,."" I } `I 5 ALIGN DRAG TRUSS WI SHEAR WALL BELOW. DESIGN TRUSS FOR AXiAL SHEAR XPIR�S:I �1�17 € € Slli '"�.-...... `""`- 1 1 _ 6 LOAD OF 5,000 LBS TENSION AND COMPRESSION. SEE DETAIL 8/S7.1 FOR - a;„ -- i r' LZ,- 4 _ E 56.1 ALIGNMENT AND CONNECTION TO WALL BELOW € I '1 � l I 1 I 9 PRE-MANUFACTURED ROOF TRUSSES @ 24"OC !' 1 -- © /.31.'L ,fir--, ,*.! 1 '-" 1 4 d. M �. 10 PRE-MANUFACTURED SCISSOR TRUSSES @ 24"OC(SEE ARCH FOR REFLECTED i I m a i m ' CEILING PLAN VAULT LOCATIONS) � � i --- 86.2 ,�, - _ I - 12 SIMPSON MST37 CENETERED AT DEL TOP PL BREAK B3 dr. IM 56.1 4 I, ...............�_., rte-, 'a a • 7-- HI �" L 41 i, __ �, j '"'" �" a a 15 SIMPSON MST37 CENTERED BETWEEN BEAMS € I k 16 3 1/2x11 7/8 GL DRAG STRUT TO RECEIVE STRAP.USE SIMPSON HUC410 TO THE I e 10 # r� I - F.:::::,111Allk ADJACENT BEAM. I IS6.1 °0Aft - 17 SIMPSON MSTA49 STRAP CENTERED BETWEEN BEAM AND DEL TOP PL OR RIM- € I S6.1 i . rz 56.2 USE 0.148x3"NAILS EVERY OTHER HOLE,SEE DETAIL 14lS6.2 AND 20/S6.2. I '-'-_ _.....1- J1 TYP --- A J ". 18 2x12 DF#2 ROOF RAFTERS @ 16"OC WITH SIMPSON HU HANGER. I l '" ....�.�......,. iw,".11-4] ( « « " ; �„,a",,.nt .,-. ,a 19 SIMPSON CS16,3-0 TO DBL TOP PLATE AND EXTEND OVER 1 3/4 x 11 7!$ 7 I I 63 ..-- - ffi_� B3 " �..1.--/....�*.,....4•....� BLOCKING BETWEEN FLOOR JOISTS AND 3'-0"TO DBL TOP PL OR BEAM AT THE S6.1 - 4 - _ - _^_ ..�..---- -- ..�.___,a « -._ _ _ _ _ _ _ _ _ _ _- _ _____ _�_�`_ u ,... __....__ __ _._... __. .___._._. _ __._. _-... _.._....._.--- _ _- _-._.._..... . .. .._... _ _ _ _-______ _ OTHER END. NAIL W/0.148 DIA x 3 NAILS AT EVERY OTHER HOLE. ri 1 21 ,�, B e \`-r<1�► - L 21 PT 6x6 DF#1 COLUMN.SEE DETAIL 18/S6.2 cn 1.-- € I 25 r- t S6.2 1 28 SIMPSON CS14x 12'-0"LONG. 3'-0"OVER TOP OF DRAG TRUSS AT BOTH END& S6.3 ` ! SIM J6 OVER 2x6 FLAT BLK'G BETWEEN ROOF TRUSSES W LUr 1 € 6) a. , , i - _ - - - - - - - `1 y- 0 29 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. ate ,� ; ; , i 30 4x FULL DEPTH DRAG STRUT.TO BE ALIGNED WITH SHEAR WALL. 0 _.""' _ - ., ■�� '� .. .. . . ■ : .. .!�`�I ,. .: : .a .� .... _ 'i�iCJi' Kyi 'moi,l�,.:_.. l� `..... _ .. _ ..... _ �.. .... w� _ _ - .-- _.. _.. __ .�� ..... ._ _...�._ _ .._, ._ _.. �_..... Li�SR _ _. .- _.._ -- _ - _ _. ILI y,t - _ _. . . _ . - .- -yam-, JY6� fi."IIiE�JYi1.Y�T�iYiY T ,..,. . . . . , . 4 ."..,.«..".-..,---.. - ,��., __.. �,,,.,.."�, 38 PRE-MANUFACTURED GIRDER TRUSS .�I N-, d ; i 4...".+....! 83 ! _t-_ -Nes _- __ n/vw� B3 F,.„.,.u„, , • W 17 8 Ai a i I fe ( _ ".: Lia! ��- � w,4 E_-x s..: 39 PT(2)2x JOIST MIN.WITH SIMPSON HUC GALV. U3 e I ' ffi t NV 18 29 ). 1 • ! 4.Ji 0 1 om 40 DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION AND �/ W - co I I p �� k 0 c2;), �" ! 0 & �� COMPRESSION.CONT THE TRUSS OVER THE WALL AS SHOWN ON THE PLAN Ce m 8 II ; t -E S6.3 a sQa~i a I I 6. I _. ..„- 41 2x SPACED DECKING WCO z g .! t ! ir ► r-a. ia-.. : -.557> F-- C4 I 9 ` iiia ♦ �!+♦ ♦♦♦ i Q .� €I ,♦Oi.r►tea i+♦ i's'i e } '. Z *-� z w 5 t r--------0ci I a . .♦ �♦✓'iii.. `r• k 6 44°444"I J�1� -'-'4 - A ! y - -__,.,,,mss>-_.�„ � i ,�-Wt.4,,, ♦'iiEi44 ® 0 Q `� } I i�'�+1i4'� �'�+4�� �.�" � 3".....c Q,,.., � € - - ,..,�� � .ii♦�►+1✓•ii♦+►+♦♦� Q W � Z I ♦w..� .1 ii♦♦ii\ I a 12 # , 1:.--_-_:_-_•.-7_a _:. 12 I I .i♦' iyi+i' ♦'i♦♦+i'♦'`, Eu Q O E .�" �o� 000' x a _ I , .-♦♦. oma♦+ .'.'.'i'.' - HEADER/BEAM SCHEDULE - - ti ILI ,• 1P ♦4'♦'i'i♦. I 57.1 L-.,.-_•--:,,i--,..7,4- -_=' i ' S7.1 ♦iiia►♦ iiiii♦♦ m ILC I i .ai ♦ ......., O ,1 r .iii♦.iii♦♦.� N k . a r.� r "op is* ♦ ii.iii♦ilii. U3 +i0 .•1, ii♦♦+iii'i'i'i k g' ..,...a : ,,�♦iiii�►'iiis* +♦i i♦♦*iiiii+. 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DESIGNER: YS Ii 1 4 I -rim ! , -- I Q 2-SUPPORT BEAMS WITH(2)-2x6 CRIPPLE AND (1)-2x6 KING AT EACH END UNLESS'- -� _^--- - DRAWN BY: • CAD-3 -- _ 4 19NOTED OTHERWISE IN THIS TABLE OR ON THE PLANS. i ! XV ' t� 1 - I _-.._ (} I PROJECT NO: 16-T100 € dilk ® ink I L__ _ _ _ _ ,, _ aft AT, DATE: 01/12/2017 i 5 V XV MY . JOIST FRAMING SCHEDULE SCALE: AS SHOWN ! € 1 NW NOTE: DEPTH JOIST TYPE AND SPACING I€ REFERENCE SECOND FLOOR J1 117!8" TJi 110's©24"OC I SIM € FRAMING FOR ROOF PORCH. € I€ J2 11 7/8" TJI 230's Q 24"OC i 1I J3 11 7/8" TJI 360's @ 19.2"OC CLUBHOUSE i I€ J4 11 7/8" TJI 560's a€16"OC I € 'I J5 7 1/4" PT 2x8 DF#2 @ 16"00 I I! J6 5,5" 2x6 DF#2 c 12"OC I37 11 7/8" TJI 360's©12"OC . SHEET TITLE: . b I • 5 THIRD FLOOR, . i II .. . FRAMING PLAN 1 THIRD FLOOR FRAMING PLAN - CLUBHOUSE . 52.3 SCALE: 1/4"- 1'-0" . 16-T100 • SHEET NUMBER: _ . . . -s2 3 • __ . • _ • ■ ROOF FRAMING PLAN NOTES . .....,,,7,:p,11;7' A VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. B DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL _ CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS Fes: ' � :�l'nn'4',i AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE ..•rig;; THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNDERED, NOTIFY THE ARCHITECT/ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR 1 1clo TO BID OPENING. =, y h A • TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT I C FOR SPECIFIC CHANGES. F L I "' H MY I+' CD 41Ink ED 0 AI D PRE-MANUFACTURED DRAG I GIRDER TRUSSES TO BE DESIGNED FOR THE E N I; I N E E R S lI • 6 „1 1 t AXIAL SHEAR LOAD(TENSION/COMPRESSION)LISTED ON THE PLANS. MAIN OFFICE: �W TRUSSES TO BE DESIGNED TO COLLECT AXIAL SHEAR LOADS AND TRANSFER 6969 SW HAMPTON ST 57:1 _ �� ► O u THEM TO THE BOTTOM CHORD THROUGH WEB MEMBERS. THE TOP AND PORTLAND,OREGON 97223 I I �f 4 4 II j�! I BOTTOM CHORD SPLICES SHALL HAVE THE CAPACITY TO TRANSFER THE (503)8247005 ad ._ _ r Tr T- 1 r- . I .. m ..--_._ MYSIM r I BEND OFFICE: • ► +eerxr.r atie .____ �. m _ �� ► AXIAL SHEAR LOAD. 745 NW MT WASHINGTON DR I�r 9 ,.;++` -"""�j '- HI TYP 4 4 ^ I 4 E PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DBL TOP PL BREAKS W/ SUITE#205 . d �T. -__- -__ __-. _. .-___ _ A �_ _ _ _ m __ _ _ - �•.. - -. ,-. - _ . - . -- -. __ _ I ._ ..... _ _ -0 - (13)16d SINKERS TO EACH STUD OF DBL TOP PL BREAK 26 TOTAL NAILS. BEND OREGON 97701 L— +v --�•• - - ..."..� ...-- ___ ____ v#±5 +ii+•+li400•fia i +#+wo ►♦❖+♦♦+•i A++ i•+•ia+4,•i• +*4IPIP " w; 7- - - �""'"""1 TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL IS6 1. ) ����,'�♦♦ "�4F ..f♦a u♦###f♦♦• ii.„40,*•„. ♦►♦t.♦... #♦�►##.♦♦+1♦♦#♦#f♦.frir.♦• I 3 iroelich-engineers.com • 1 Allk, CJ ' 0 !+++OO+�++« ♦ii♦` D.•f+♦••0+f•� D♦ + iQ:�i#+�0+0♦##+♦+♦+O� ►i•±�•+iii *iii+i0•�: •`••i�i+♦ E-i 1 F ALL STUDS AND POSTS IN UPPER WALLS SHALL ALIGN W/A STUD OR POST OF JOB# 16-T100 / f .,1// iii*►'`"'iio#tiiiit� 'rilkt�I.`++a►�4�iTij#i�'#'�►'ftttoi .ii++�+iiii�. ��+iisii: I ♦#♦ff +t t#�«i., #♦#♦#♦# •##.♦##•i♦♦+tt►######♦igsi viiif �•`41,1 -- _�L :i ski +±� ,,,,, _, _,,, _ , _ +,4"► ''�* „ ��4 t..•#����'a�♦♦♦#ff+��+fid, .4, ia..1,0 f 13 •♦�.+♦�♦ i I THE SAME SIZE(MIN)IN LOWER WALLS TO FOUNDATION. TYPICAL UNLESS =..,r... •t• • 43 t. NOTED OTHERWISE. ,...«.,._ - __ ___ _- _ s•;`�•�'�:.'q.- 42 `,10. -404,03' 3 3 . .try 4 ! ? ••s#j4�:4%v• •,4440•i• 57.2 ••+#� • i #. ►#♦######♦.♦..•#####mow#►►.+®#.## .••• G SUPPORT ALL GIRDER TRUSSES W/A MIN OF 2 2x6 STUDS AT EACH FLOOR TO _._._,. ��#f+#+++♦♦+.# � ,�) 1? _ �" �,!##+#+#•♦+♦O•f�•♦•♦+♦+♦•♦•f+f•♦•♦•t•♦+O<�D♦O•#•+•#f+♦�"►M'►+#•�#•t+#+f•�.►�i•♦##•## t MtiiIiii �„/ Y `► iiii+ i # iiiii+�i4�ii�iiiii�iiiit { ) UCT'(�Tr -4 J ♦ ► t#• •• ♦1►♦.#f#♦1f♦♦♦ • 2 '�f. lm 1 + f�i. ♦ . ►O•♦ ♦�..i�♦+s##♦+##+♦♦#+♦+.#��' FOUNDATION TYPICAL UNLESS NOTED OTHERWISE '`�,#♦#+t.+ ♦♦♦• •• : ♦♦#.♦f. 1..>:•:*-•i#+### • • S7.1 rr3C44 1 i: r‘ •:•• #'O.•00♦♦•#•#•#+0.+s'#+#O•♦+.�'•v'O#•�♦❖#•♦•i+i•♦i! 1 �` � fr.•i• •*0+�♦�fi 572 ##+i•if+i• O.•Of+t•♦•f+#b•♦+.•f+i►+fi0.+.• #• #ia•-•• iii+•• Li H PROVIDE 4x8 MIN DF#2 HEADER AT ALL WINDOW AND DOOR OPENINGS W/(2) '�� GII,i 'S01, ink t#♦ ••• ♦##♦ . f♦•♦+#t#tf�i.+♦##•t•#+♦fff#+#+#+.f♦f04►#f#f♦#♦+►#♦O+ 4 ♦•f+♦•♦•.♦.D. ,�' fi� . #♦#++ SIM �♦##.. ♦#.f#♦♦.f.f#►.####++i #.++♦#♦t.. CRIPPLE&(2)KING ON EACH END OF HEADER CONSTRUCTION PER DETAIL I leir y'iii iiiiiiiiiiiiiiiiii a +♦♦+tom+� i•i• si+i•ii•ii•iiiii�i iiii +i i+i�iiiiiii•i;« 1 2/56.1 • � #5472 -7 I ' f##,►�##♦+t+#tt•#♦#♦f###+f♦#+f+f ♦f�„„♦e ♦ ♦♦11#+##f ,- Jr" i.. #.##f+###++.+f�♦#♦♦f#♦♦f++ a ♦f�4♦+++##ff♦•#++♦##,rr:.«♦# .f♦t##♦+♦#�r♦+�'#i#♦�##.+, iII f-,... .. `•+ii•♦�iiiO�i•�+O.�i 00#ii•.�♦�H i��+• I 1 �'' ve,, GO�►. I ©� `+ �1i%+�i•...�1��,•�.4f i►++�• ; I -- ',q y (}i,"`✓`5 1 J a • lfii`.*.•.+# ►#+ro•. .+.war 1 KEYED NOTES , z D 1 �-� .moi+♦#': ia+i+iiii+'i 9 egA r�.-.....- .I O♦♦♦+OO+•t+♦�D♦+++0♦•O�#*% 4 NAIL ROOF SHEATHING TO DRAG AND GIRDER TRUSS BELOW W/MIN OF 0.131x2 EXPIRES:S. / 3/ 3 I r.-,"--- - # »Zw *.f.#+►fi #i.�3�f+.i.•�♦•t•.,•++'a 1 i 1J2"NAILS @ 6"OC UNO ON PLANS �,`l 1 1 { a I a i I 0 .1 0♦+♦�+i♦'��+�#�♦. i. N a i 1 I 1 I a t 4 !!%•+:'�+�•��#•+O*+tbf a I 5 ALIGN DRAG TRUSS W/SHEAR WALL BELOW. DESIGN TRUSS FOR AXIAL SHEAR -- -...".. � �-- J ., p' ---► • +�•f+ii•.' ,` a LOAD OF 5,000 LBS TENSION AND COMPRESSION. SEE DETAIL 8/S7.1 FOR 4 8 � i%• shit+ �_.� .a 57.1 1 - !+,#+ ALIGNMENT AND CONNECTION TO WALL BELOW �4►.►♦t I r .t_-.4 ,.-+ >tf�►•� u TrNW 6 GIRDER/DRAG TRUSS. DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS 1 1 I TENSION AND COMPRESSION. i g I i 7 DESIGN THE DRAG TRUSS FOR AXIAL SHEAR LOAD OF 3,000 LBS TENSION AND y� �. -_- , �--, -- y_,.1 ..---. ------ -' �'— *-s ? , COMPRESSION. SEE DETAIL 9/S7.1 FOR ALIGNMENT AND CONNECTION TO WALL ► r---+ .� ..�,.��Z�` I $ � � Z :� —g l .} " � `1 r". ."."1 r -----...-._- ..,.....--�....--.._......- y BELOW 4 ��' ! 38 1 t 111 i I 8 SIMPSON MST48 CENTERED BETWEEN BOTTOM OF DRAG TRUSS AND TOP OF DBL 1 t M IkZ � I TOP PL. SEE DETAIL 9/S7.1 FOR INSTALLATION i 9 PRE-MANUFACTURED ROOF TRUSSES Q 24"OC �1 �� -- " - i # 10 PRE-MANUFACTURED SCISSOR TRUSSES©24"OC(SEE ARCH FOR REFLECTED = 1 1alk c r ° I I I CEILING PLAN VAULT LOCATIONS) ))) a «...•.� f 9""""""": - .,,,�� L«.s,.1 1 I / 11 GIRDER TRUSS TO BE SUPPORT WALL AT ROOF STEP �— _ I ....__.I. _ __.�- .......�-. __..._ _....,r__ _-..� _ _-._-.. a ... _ _�---._- -. .- _ .. .. i..wrr rr-r. ..r�rr=--.ra.wr.�r �.JIr .,.�...– «. �,_ .� r-rr—srrrarn►—ra�rrr. - ._._......�— .–. ......–._... ... –..._.... �._... –. --- 1 t --a I- - ►----r��== � �--- — -- — ---ate " 12 SIMPSON MST37 CENETERED AT DBL TOP PL BREAK linimi 18 it I f, � j I 1 1 �h �� t I ° I I 0 14 13 SIMPSON HUC BETWEEN BEAM AND POST V, I-- S7.2 1 i a I 01 r...,I ; (DO �" • �i 1 I I t I a ° I (01 I 14 DRAG TRUSS AT ROOF STEP. ALIGN DRAG TRUSS W/SHEAR WALL BELOW. w 1 r # 1 L1 DESIGN TRUSS FOR AXIAL SHEAR LOAD OF 5,000 LBS TENSION AND W e,rt ,.• fiyrs ° Ia I1I ° 42 COMPRESSION. SEE DLLI ETAIL 15/57.2 FOR ALIGNMENT AND CONNECTION TO WALL el I I �i.7 ° I aI Iil a -'J -1 _.1 ° I a til : 04) 49 �' (9 00Sr BELOW . a1 a - y 6 F 22 SHEAR :,: E :I.5 :.L.1 i. .t _� : s_> e . --- — — i...� ~7 '1 �. - ! __ _ ____ ____ ,► ; -•+ LOAD OFR260/PLFDALO GUDRAG TRUSS LENGTH DESIGN TO SPAN OVER L 0 d0 --I -- E. y ® - - -- - 1 oo oo , OPENINGS. ,� ro W ( I • 14 Till1 ,1‹......),T • i 1 25 6x6 DF#1 COLUMN WITH SIMPSON CCQ COLUMN CAP(USE SIMPSON ECCQ AT �/ ffi 1 i 1 _ I END CONDITIONS) �.L. C9 W f I I VP ,, 11137 ' I Ct p § 1 27 SIMPSON MST37 CENTERED BETWEEN DRAG TRUSSES 1 1 .'.. ..r-" ,, 1 28 SIMPSON CS14x 12'-0"LONG. 3'-0"OVER TOP OF DRAG TRUSS AT BOTH END& W 7"' -J w 0 15 ' 1 _ • OVER 2x6 FLAT BLK'G BETWEEN ROOF TRUSSES f" Z O I t �/ Lli S7.2 I ' 3r 1 '' : S72 1 29 6x6 DF#1 COLUMN WITH SIMPSON AC6 TO 4x BEAM. N 8 J > B3 �� V . -�-;1 TYP L"L Li) _ = O I ( 4._ 11 p__..::_------ __ I I . 9 1 ( 38 PRE-MANUFACTURED GIRDER TRUSS � O tr ,r, O lij O 'n o0 16 1 r-�:- ---1- .---:'i - ..� i-- d W ch > 00 i i ! HEADER/BEAM SCHEDULE I I j I - �_ 1 ! GO i I HEADER/BEAM SIZE POST/COLUMN TYPE(UNO)- NOTE: i1 I I H1 4x8 DF#2 (2)2x CRIPPLE AND(2)2x KING 1 I I REFERENCE THIRD FLOOR FRAMING - 11 1 ----,� =__-- II •11 B1 4x10 DF#2 (2)2x CRIPPLE AND(2)2x KING FOR LOWER ROOF INFORMATION. ! - - ; --` ; PERMIT I S S U E II 19 r- -__ i z1 I B2 5112x6GL (2)2xDF#2 I I B3 B3 3 112 x 11 7/8"GL (2)2x DF#2 " - h iii; B4 51/2 x 11 7/8"GL 6x DF#1(4x6 DF#1 AT 2x4 WALLS) - \ - I B5 7 x 11 7/8"PSL 6x8 DF#1 (4x8 DF#1 AT 2x4 WALLS) I B6 PT 4x12 HF#2 PT 6x HF#2(4x6 DF#1 AT WALLS) I I 4 il I B7 5112 x 15"GL 6x DF#1 (4x6 DF#1 AT 2x4 WALLS) REV DATE ISSUE TITLE 1 1 S7.1 17 I 1 I - 17 II I B8 51/2 x 18"GL 6x DF#1(4x6 DF#1 AT 2x4 WALLS) I 1 II B9 51/2 x 21"GL 5 112x6 GL POST II F I 810 63/4x251/2"GL 51/2x71/2GLPOST I 1 II B11 5112 x 9"GL (1)2x CRIPPLE AND(1)2x KING II I B12 PT 51/2 x 15"GL REF PLAN 1 =--_- 1 - f _ II —_— _ _ _ _—_--_ _ - = __--_L— _-- _ =_ --- _ - B13 PT31J2x117/8'GL REF PLAN PROJECT MANAGER: CN II '• I BEAM SPECIFIC NOTES: DESIGNER: YS I II 1-USE COLUMN INDICATED IN THIS SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. I r DRAWN BY: CAD-3 I i li Vi I I I l - 2-SUPPORT BEAMS WITH(2)-2x8 CRIPPLE AND(1)-2x6 KING AT EACH END UNLESS NOTED - 1 I f I OTHERWISE IN THIS TABLE OR ON THE PLANS. . PROJECT NO: 16-T100 I DATE: I I 1 1 I i ' I I II I SCALE: AS SHOWN _ I I i , I I I II I I 1 II I 1 CLUBHOUSE II . I I ,I I I II I I I I SHEET TITLE: B ROOF FRAMING (9) I 1 - PLAN (.71---\\ ROOF FRAMING PLAN - CLUBHOUSE . S2.4 SCALE: 10o1/4"=1'-0" .1�-T . SHEET NUMBER: S2A .4: _, ,...„, _ _ . . ,: , . • 0 . . . . 1 1 ) • • 01 _ „. g ,,,,:: . ,..„,, I 1 S3.2 � J_-4 � 83. _4 ► : FPOELICH • W1 -__-___� ,� __-_-...-= --_ 71 ENGINEERS 1 - E L ` ',---!_. _ 1 —_-- -...- ( MAIN OFFICE: I ----w 1 I ' - aa� rw 6969 SW HAMPTON ST -I" I PORTLAND,OREGON 97223 „1====...v1 l- T (503)624-7005 . • • -_ - 4x10 DF#2 AT STP BEND OFFICE: - I `t STRINGE R MID SF 745 NW MC WASHINGTON DR suITE#20s _1_____ , _-_='__= i BEND,OREGON 97701 - i M, ' 69-60,1„, froelich-enineers.cam � _ dFJOB# 16-T100 1 � • --- (3)STAIR - f STRINGERS,REI = _____�_� = 6 Il DETAILSONSHE __ ____L i -'. _ p* 2 f=_____-...4 3 53.2 S'CiF TLij 1 I 12PRdic _ ______ I SIMPSQN —___` ( .�0:41)1G54tN� ass S5.2 = __ I _ HUC410 = -.:- .I �� F9 �p `�,�' � 72 -I i %? ---- `Ir _L " " - I �` �� -J I I L_ --- ---- i per,„ GON . • - _ -- I— __-_- B4 -�-_-- _- ��Z Dew ; j II-I----....---1- ________.-------r-- EXPIRES: i2/91�/7 0 0 Ali :1 ___II 11 - , I 1 1 S3.2 P , 84 __14i ; . 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DRAWN BY: CAD-3 I �_ lL---- ': � I • PROJECT NO: 16-T100 I ; _ I ��� 4 • 6 I i DATE: 01/12/2017 -----.,.,, I — - -- __-— _ ;= _-- - SCALE: AS SHOWN I 1127 f I ! 1 0 . , } I —_ _ _,,i _ _\ _ _ _ _ , '` _ _TV _ 02 FLOOR TO SHEATHING,_ t I t 1 I 9'-101/2" . __T______ • , _._. �� f 02 FLOOR TO PLATE ' , i I 1 i 8'-9 3/4" I — I ;� r_ I{_ CLUBHOUSE I I4x10 DF#2 1 '\ • I . �� 111 SHEET TITLE: II ATMV 111•11111111I —EWl-IINN WWIWWNSTAIR PLAN S ._ _- WWWW rrw _w 1• _��■ 111Mr r :iubhousel18-LIDt?xFI-R1.dy�r w _ _ 01 FLOOR TO SLAB„_,, I I MEW NOW I I • �r err wr.r a.-Qr ! - I • SHEET• NUMBER: ' lf,o) . 1 CLUBHOUSE STAIR SECTION • 4 STAIR - THIRD FLOOR PLAN _ SCALE: 1/4"=1'-0" SCALE: • 114"=1'-0" 53."1 16-T100 S3- 16-T100 a fe(7.-OSB STAIR TREAD I fv-OSB STAIR TREAD = I I at' 2x6 DF#1 ONE AT EA SIDE OF , ' i't-1000.---- ar STAIR STRINGER W/(2)ROWS OF I g 2x6 DF#1 ONE AT EA SIDE OF , STRINGERS tal0 0.148x3"NAILS©12"OC TO ‘‘ TA STAIR STRINGER W/(2)ROWS p 'n A NM OF 0.148x3"NAILS @ 12"OC TO- NOTE: STRINGER . REFER TO ARCH.FOR: -„ 2X12 STAIR STRINGER 1.STAIR DIMENSIONS NOTE: 2.NOSING REQUIREMENTS REFER TO ARCH.FOR: FROELICH 1.STAIR DIMENSIONS 3.STAIR FINISHES 2x12 STAIR E:N a I N E E FrS'I SECTION A-A 4.RISER&TREAD DIMENSIONS STRINGERS 2.NOSING REQUIREMENTS MAIN OFFICE: SECTION A-A 3.STAIR FINISHES 6969 SW HAMPTON ST OSB STAIR TREADS NOTE: 4. RISER&TREAD DIMENSIONS PORTLAND,OREGON 97223 HANGERS SHALL BE: (503)624-7005 s% stt, r . •HUC28-3 W/SLOPED SEAT AT BEND OFFICE: CENTER STRINGER 745 NW MT WASHINGTON DR .HUC28-2 W/SLOPED SEAT AT SUITE#205 OUTER STRINGERS BEND,OREGON 97701 ye-<::, 1 ska v,, 5 OSB STAIR TREADS, 71.4 .. /fREF ARCH froelich-engineers.com 2X12 STAIR JOB# 16-T100 STRINGERS . RFLEOFOPRLASNHEATHING • • ,,..0Ati Cillitk 7--FLOOR TOPPING, REF PLAN 2x6 BLOCKING "0 1 - ,i 7.1IN,Nj /" -- 010 PROpets, GIN SI 2x6 DF#1 ONE AT EA SIDE OF I 2x8 PT PL SLAB ON GRADE c..,.1 1547 'a STAIR STRINGER REF SECTION I ''' ‘\' . i A-A W/(2)ROWS OF 0.148x3" REF PLAN tr • . , .. i c--- NAILS©12"OC TO STRINGER IIIIIP- . JOISTS,REF 2x6 DF#1 AT EA SIDE OF STAIR A -„,....- e , A \ /7-PLAN(JOIST STRINGER W/(2)ROWS OF 1 J Vi_3 *-EGON -- II \ t-t-I-I RUN OTHER WAY AT SIM) 0.148x3"NAILS a 12"OC TO e - - , STRINGER a i' .' of : r 1 oioey;p ,,,,,,, 11:k '25 1I9'." i-t" - co\ ..N,N4k .._. CE3 BUILDING PAPER 4/iZ DEP k2 (2)SIMPSON HGA1OKT TIE FROM STAIR FLOOR BEAM REF PLAN 5/8"DIA WEDGE ANCHOR-" ‘ • • EXPIRES:)27907 STRINGER TO STAIR BEAM WITH(4) 6"EMBED @ 12"OC W REF PLAN FOR SIMPSON SDS SCREWS.(1)TIE AT SIMPSON FACE MOUNTED El 1 ../3"CLR EACH SIDE OF STAIR STRINGER FOOTING SIZE& • HANGER AT EA STRINGER REINFORCEMENT _ (Th STRINGER CONNECTION TO BEAM - STAIR BOTTOM (-1-- STRINGER CONNECTION TO SLAB 3) V-;-,;(%1"= "" s3.3 T6C- ArLi DEO:1"=1'-O" -It---I pez-OSB STAIR TREAD NOTE: REFER TO ARCH. FOR: I 1.STAIR DIMENSIONS 2x STUD WALL.-• I 2.NOSING REQUIREMENTS illt 2x6 DF#1 AT SIDE OF STAIR 3.STAIR FINISHES STRINGER W/(2)ROWS OF 4. RISER&TREAD DIMENSIONS 11 0.148x3"NAILS©12"OC TO a STRINGER r 0 ,,, A, r1 ---vA---- z-OSB STAR F.". TREADS- 2x12 STAIR (/) I- / REF ARCH STRINGER ,o' AINE ,, .,.. Z .- W SECTION A-A PPPr e < III 2 .?,.• ,,,,,,.. ,,, ,,,,, 3 ... . I 1 W 0 INNIIII 1 , 2x6 DF#1 AT REF SEC A-A 0 ‘' --,1 2x12 STAIR I (4)0.148x3"TOE NAILS FROM(4)2x I W/(2)ROWS OF 0.148x3" ...01,,, 0 W STRINGERS TO SHAPED 4x CONT.OVER DEL ..." • NAILS© 12"OC TO w`11.• ceu) TOP PL STRINGER Ct E5 -,, • W> - 1 \ OSB STAIR TREADS r. . . . A 0 -REF ARCH A 0 . . , 1 ' '"-2x12 STAIR STRINGERS 8 ca 8 1 I ° co (2 . // . ;,...../4,,,, wi, ,,, d ° o ...1 . 0 .,- 1"-- te 1.,‘.,sal . 2x STUD WALL REF PLAN __I z 0 , • 1 ,:tui ui0 • SHAPED 4x CONT.OVER BEAM...-/ '11 ./. 7 . 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PER PLAN W/0.131 x 2 I , (1)TIE AT EACH SIDE OF STAIR 1/2"NAILS©6"OC %\ ,, •• ,, - • STRINGER riAl,,,. \\\ „r „, - A EDGES&12"OC FIELD JOISTS-NN ROOF SHEATHING, REF PLAN 111 PROJECT MANAGER: CN REF PLAN 1DESIGNER:. , 2x6 CONT BLKG--\ I ELI OSB STAIR TREADS -REF PLAN DRAWN BY: YS CAD-3 r li X BEAM REF PLAN/ PROJECT NO: 16-T100 • ......w moo ROOF TRUSS BY SIMPSON FACE MOUNTED OTHERS HANGER W/SLOPED SEAT DATE: 01/12/2017 2x6 CONT AT EA STRINGER S . SCALE: AS SHOWN 2x6 PL LEDGER WI 0.148x3"©6" 2X12 STAIR A .,.... STRINGERS • NOTE: 2x6 DF#1 REF SECTION -X' REFER TO ARCH.FOR: A-A W/(2)ROWS OF 1.STAIR DIMENSIONS " " i-OSB STAIR TREAD , 0.148x3NAILS @ 12OC .4!! LEVEL"X''ELEVATION 2.NOSING REQUIREMENTS TO STRINGER CLUBHOUSE 3.STAIR FINISHES X4.RISER&TREAD DIMENSIONS / I I "- NOTE: HANGERS SHALL BE ' ,E : 2x6 DF#1 AT ONE AT EA •HUC28-3 W/SLOPED SEAT AT .i111,00 - 11r1 SIDE OF STAIR STRINGER W/(2)ROWS OF 0.148x3" SHEET TITLE: CENTER STRINGER 1 I i STAIR DETAILS NAILS©12"OC TO •HUC28-2 IN/SLOPED SEAT AT 'Ili A \--ROOF BEAMSTRINGER REF PLAN OUTER STRINGERS • STAIR LANDING 2X12 STAIR STRINGERS JOIST PER PLAN SECTION A-A SHEET NUMBER: 6--\\ LOWER ROOF TO WALL AT STAIR 3 STRINGER CONNECTION TO BEAM- STAIR TOP . S s3.3 SCALE:3/4"=1'-0" SCALE: 1"= l'-0" 16-T100 S3.3 16-T100 S3 . 2 „ BOLT DIAMETER+1/16”DIA ,,, .... HOLE CENTERED IN PL NOTE: 1.CONTRACTOR MAY USE PLATE --0-- POST REF PLAN Co WASHER OPTION A OR B 2.PLATE WASHER MUST BE HOT SIMPSON ABU POST BASE W/5/8"DIA \ DIPPED GALVANIZED SIMPSON STRONG-BOLT 2 WEDGE . SHEAR WALL-REF SHEAR WALL a STANDARD CUT WASHER NOT ...ow* ANCHOR(5"MIN EMBED)OR CAST- REINF LAP REF PLAN IN / ;1 FROELICH SCHEDULE FOR MORE INFO REQUIRED I ANCHOR BOLT(7"MIN EMBED) ---/V---- 4.ONLY REQUIRED AT SHEAR WALLS ---- LONE BARS REF PLAN ....... 'NGINEERS PT SILL PL,ANCHOR BOLT SIZE(OR 3" . . sk (2)43 TIES AT TOP&#3 1-6" 2x311-1" N 1 r_ TY)WALL FOOTING--\ / ,r / MAIN OFFICE: SIMPSON MASA)&SPACING REF PLAN , N1/4"GALVANIZED PLATE WASHER , \ , • ---• TIES @ 12"OC AT REST OF MINIMUNI 1 6969 SW HAMPTON ST &SHEAR WALL SCHEDULE(SILL PL IN BRICK VENEER I . PIERN....11, NPORTLAND,OREGON 97223 CONTACT W/CONCRETE TO BE PT) REF ARCH u.--s (503)624-7005 CO#4 CONT AT TOP i It \NN, x BEND OFFICE: EDGE NAILINSLAB ON GRADE REF G-REF SHEAR WALL .. SHEAR WALL PLATE WASHER OPTION A O oi 12"x12xHEIGHT AS REQUIR \ SU ED Ne...,440400.0416.44.4%.04. 7.0.44,440410.00446,4040.44.4 745 NW MT WASHINGTON DR SCHEDULE STAGGER NAILING , CONC PLANS FOR ADDITIONAL 5-1.) UM?"=l'-°" a.w .;:cw (CAST IN PLACE CONCRETE) ITE#205 .. BOLT DIAMETER+3/161x1 3/4"LONG u- i BEND,OREGON 97701 2"TYP , ,..L..••. INFORMATION — DIAGONALLY SLO-TTED HOLE HOLE ul Zo cz z froelich-engineers.com -ohn- t .," CENTERED IN PL cv) u A vA v EXTERIOR PAVEMENT . JOB# 16-T100 pkr I REF CIVIL 1 . . v...., i,.. -, w- ,:e. IF 71E1_11117=-1 1---- '41 'ib• 1 7, A4I *11 NOTE: \ . — . . . N, . 9,l3 C i t.,/ A / Logx DOWELS @ 24" 41 _i_ 6" 410° Ifv) 1,CONTRACTOR MAY USE PLATE WASHER OPTION A OR B 2x"H" , OC ALT HOOKS) =AI ,' / ik N---TYP WALL FOOTINC REINF LAP REF PLAN z 8" 2,PLATE WASHER MUST BE HOT DIPPED ••"-----1 ..._--- I /,€.`:;\ PI NR:f.-5 9.-14' /'' ; if 6.• \ GALVANIZED z ROUGHENED SURFACE / / ' ? t 3 LONG BARS TO c../ / 2 4>/.9-\-.3 •1- •' ,.\ 44 15,72 Y 3" \ 3.STANDARD CUT WASHER REQUIRED M (4)#4 x MATCH LONG cc •P•..,;SW BETWEEN PLATE WASHER&NUT :02 DOWELS L.,,.. . FOOTING BARS , \ aa / _ Irriir \\ 4 ey. • 4.ONLY REQUIRED AT SHEAR WALLS ti. Y'> Arov-it, , • . • , . NOTE: ---.."----...... citill."." EGON A.,-- ,. /a•.;7494974 1 \it DO NOT SLOPE FOOTINGS 1 W 4,-„, ("/„. (3\ AT UNDER ANY CONDITIONS. /P.°. - .'9,/; )'25 *‘ sl, • 3"CLR .. \ . FOUNDATION DRAIN REF / / / 1/4"GALVANIZED 3"CLR xl&Z DE.Nv4 GEOTECH REPORT RE=PLAN FOR PL WASHER / / / / REF PLAN FOR SIZE&REINF I EXPIRES: i7--/Wry 1 - CONT REINF(REF PLAN) SIZE&REINF / , PROVIDE STANDARD CUT WASHER BETWEEN PL WASHER&NUT 8 PERIMETER WALL TO FOUNDATION s5..!) SCALE: 1"= V-0" (Th 164100 \ I 7B SHEAR WALL PLATE WASHER - OPTION B S5.1 U-"Mo'3"= 1.-O" 4 S5.1 EXTERIOR POST TO FOOTING ALE- 1"= 1.-0" Tg-T1 oo 1 S5.1 STEPPED FOOTING SCALE: 1"=1.-0" 16-T100 NOTE: HOLDOWN REF PLAN& FOR WELDED WIRE FABRIC HOLDOWN SCHEDULE OVERLAP ONE MESH CRIPPLE STUD(S)REF PLAN SPACING AT SPLICES-TYP CONCRETE SLAB ON GRADE REF PLANS 2x STUD WALL---..„... FOR ADDITIONAL INFORMATION , - REF PLAN CL CONTROL Jr , JOINT 0 IHHH OPENING REF PLAN SUPPORTi/2*SAWJOINT.WEIGHT S AOWF MACHINEA S SOO N WITHOUTA AS C0NCREF PLAN FOR REINF INFORMATION CUT A - iiiii t 1/W8"ILx1.1 /EVERY OTHER WIRE REFPENDICULAR Af r -, MARRING THE SURFACE. FILL JOINT WITH JOINT TO JOINT PRIOR TO CONCRETE F.". V///: WALL BEYOND SHEAR WALL SHEATHING FILLER. APPLY ACCORDING TO MANUFACTURER'S PLACEMENT , STAGGER SHEAR WALL EDGE I CI) E--- /y REF PLAN&SHEAR WALL RECOMMENDATIONS Z NAILING BETWEEN DBL STUDS W / (2)#4 CONT „I SCHEDULE(MAY REQ'D ON 1 i 4 $.1 1/2" UJ 2 24" 117' % limiiik R 112"MAX ,-/ F OM W BOTH SIDES OF WALL) USE THE GREATER OF THE KING 7 / .." - 1,CLR ' ro,_,s 4,i, - ROCK REF GEOTECH UJ #4 DOWEL x 1 WALL STUDS L...) STUDS OR THE HOLDOWN POST 1 d, @ 24"OC REF PLAN------'---- SHEATHING TYP , CONTROL JOINT lora.411+0 , . RECOMMENDATION 0 EXTERIOR 0 PAVEMENT--'\ ;;;/ , 5A HOLDOWN AT SHEAR WALL CL CONSTRUCTION ...f., 0 / // /-CONC SLAB ON GRADE,REF PLAN , JO NT wikt, Wu) CONCRETE SLAB ON GRADE-REF /7/X/ FOR SIZE&REINF WALL SHEATHING , , S5..1) SCALE: 1"-----V-0" 16-T100 PLANS CONCRETE SLAB ON FOR W Li REF PLAN W .4.. PL WASHER , ADDITIONAL INFO 1/2"DIA.x 36"SMOOTH DOWEL @ 24"OC 0 co - Of REF 7/S5.1 , HOLDOWN REF PLAN& REF SLAB FOR REINF INFO--\\ GREASE OR WRAP ONE END OF EACH Ct 8 0 8 r.. DOWEL 1 a 1 M 0) 1 , CRIPPLE STUD(S)REF L.L.1 >- HOLDOWN SCHEDULE (f) w z _12 1/2"MAX, r ril FROM WALL f 1 f PLAN&BEAM SCHEDULE .....i = 0 2x STUD WALL . . . 1 , -1 1/2"CLR ii— R z REF PLAN z ui W 2 , • ...V"-/-FOUNDATION A . LL, u. 0 00 •(<‘`'' ' w DE--- REF PLAN OR 7., 0 ii. 0 1)1 OPENING REF PLAN 11 /di ,14. ' ji L E ANCHOR BOLT--_ __ SCHEDULE 1-- 1 / , ...„, . „ ,I, 6" ., 6" , ,.._ re Cfdi 1 tifi X 111).4 u. W LU X REF PLAN -____,, , i SHEAR WALL SHEATHING REF-----"--A. aravant t— < iya 0 > In w< /,"i' , '''' IA ...' searl. .... am • \* 04 0 STAGGER SHEAR WALL EDGE NOTE: Ct 12 ° °1 ,,,,,,.X.4 •Airirik: 1 -----........._ \ co , PLAN&SHEAR WALL SCHEDULE w iz." r- co , 24-1114441,44-1114-111 \ \ i\t ___. (MAY REQ'D ON BOTH SIDES OF NAILING TO HOLDOWN POST CONTRACTOR MAY USE EITHER CONSTRUCTION JOINT I \ CONTROL JOINTS OR ,3 ., "CLR 3"CLR WALL) CONSTRUCTION JOINTS AT FOUNDATION DRAIN Fi,EF SCHEDULE FOR SIZE&REI F CONTINUOUS REINF(REF Af A-A USE THE GREATER OF THE KING LOCATIONS INDICATED ON PLANS. REF GEOTECH REPORT / /1 FOOTING SCHEDULE) POST OR THE HOLDOWN POST • PERMIT ISSUE - 9 EXTERIOR WALL AT FOUNDATION -AT DOORWAY 7C ANCHOR BOLT PLACEMENT- SINGLE SIDES SHEAR WALLS 5B HOLDOWN AT SHEAR WALL 2 SLAB JOINTS SCALE: 1"= V-0" [ SCALE:3"= 1-0" SCALE: 1"= V-0" SCALE: 1"=V-0" S5.1 16-T100 , S5-1 16-1100 S5-1 164100 ...1 S5.1 164100 - 1 0 < [ 1- REV DATE ISSUE TITLE 1 z cr 1- X W Ili Ico -Pti- -Dtr- CONTRACTOR OPTION: REPLACE CAST-IN AB W/EITHER: Ttr EDGE OF ROUGH OPENING 5/8"DIA A307 THREADED ROD EPDXY EMBED I- OR CORNER OF BUILDING--'.-.----`'*"-----..-1 I 6"MIN W/SIMPSON SET-XP EPDXY. •II I I- •II . PROJECT MANAGER: CN HOLDOWN POST REF----'••-------1 • HOLDOWN SCHEDULE POST REF HOLDOWN SCHEDULE DESIGNER: YS SHEAR WALL-REF SHEAR WALL —IF— SCHEDULE FOR MORE INFO 1117 4/ 75 ,_ , , / HOLDOWN REF HOLDOWN SCHEDULE 4...%-'%%%-..'''''--•-------- ., SHEAR WALL SHEATHING EDGE NAILING REF SHEAR-\\„, /-0.148x3"NAILS @ 4"OC WALL SCHEDULE EDGE OF CONC ‘. • ' •---........;.-if I 10'-'n"ro 1 DRAWN BY: PROJECT NO: DATE: CAD-3 16-T100 01/12/2017 - EDGE NAILING-REF SHEAR / / / / 5"MIN--\.)' loi 1 SCALE: AS SHOWN PT SILL PL,ANCHOR BOLT SIZE(OR WALL STUDS----„, ..4 WALL SCHEDULE STAGGER / SIMPSON MASA)&SPACING REF PLAN / 1 NAILING REF PLAN / \ CL--, - &SHEAR WALL SCHEDULE(SILL PL IN / I \-i ....''''''"-SHEAR WALL REF PLANS PL WASHER REF / HOLDOWN AND SILL \a. CONTACT W/CONCRETE TO BE PT) SLAB ON GRADE REF PLAN WALL-\-----__ 7/S5.1 ALTERNATE / SHEATHING / )-ALTERNATE ANCHORS REF SHEAR .7h.4i -rt-, r-471 f ' tirREINF REF PLAN REF PLAN \--% / AS SHOWN / ANCHOR WALL SCHEDULE --.....„ I, HOLDOWN REF PLAN&SCHEDULE(USE ADDITIONAL STUD AS REQ'D -REF NOTE I, 4 . / 1 1/2"MAX •-- 3x SILL PL / / I/ BOLTS AS / / SHOWN (ANCHOR BOLTS OR --...„.....„, GREATER OF THE(2)HOLDOWNS) MASA) CLUBHOUSE 1- , 7--+ Iiii / . :::7- BLK'G FOR GYP BOARD / ELi z 1 i .' A! : i .'" .' li FROM WALL / / FOUNDATION NOT SHOWN 0 I I SHEATHING TYP I I REF PLAN / / 1--7=1- Eiliz- / of - \---SHEAR WALL T z u_ -1'2 --- e* • - 'f.cc -Hi VI - 0 1/2"MAX/ —4---- 3"CLR ANCHOR BOLT-...< - REF PLANS SHEET TITLE: a., ;,, . / u.. y , / / 3"CLR REF PLAN OR FROM WALL CONT REINF REF SCHEDULE-"7 ./. / _ . NOTE: FOUNDATION SHEATHING-IYID REINF REF PLAN -N*4, 4^2. HOLDOWN BOLT TO BE PLACED 5"MIN REF PLAN FOR , / / / no. FROM EDGE OF CONCRETE. ADD • DETAILS / FOOTING SIZE&REINF At ADDITIONAL 2x STUD AS REQUIRED& ,...,... FASTEN TO DBL 2x HOLDOWN POST W/ A-A .""------PROVIDE AN ADDITIONAL FOUNDATION 0.148x3"NAILS @ 4"OC STAGGERED WALL DOWEL ADJACENT TO HOLDOWN SHEET NUMBER: 10-. INTERIOR SHEAR WALL AT FOUNDATION 7D ANCHOR BOLT PLACEMENT - DOUBLE SIDED SHEAR WALLS 6 TYPICAL SHEAR WALL & HOLDOWN AT FOUNDATION 3 HOLDOWN AT ADJOINING SHEAR WALL SCALE: 1"= V-0" EAL =• " 1.-0" SCALE.• 1"= V-0" 4 SCALE: V'=V-0" 85.1 S5.1 •tTi oo 3 _ 16-T100 16-T100 $5. . 164100 _ S5 a 1 , _„., -.,, _ ' I . , , . , . _, , -..^,._, ^ •,"" ,- ,rn-,- -..... - 4 -,x*- _ `.. PL WASHER REF SHEAR '45 `;.,i, -- :' .-,..--- - CONTRACTOR OPTION: NOTE: :•-- ,,,A. i-istAtr' WALL SCHEDULE&DETAIL REPLACE CAST-IN AB WI EITHER: 3x PL WASHER NOT REQUIRED SHEAR WALL REF SHEAR WALL 5/8"DIA A307 THREADED ROD EPDXY EMBED AT NON SHEAR WALLS-TYP SCHEDULE FOR MORE INFO - 7/S5.1 -,,,,ir,o.. -,; „, 6"MIN W/SIMPSON SET-XP EPDXY. III ' 'I AIR GAP&VENEER REF ARCH . "reI • ,-(1)#4 CONT AT TOP FROELICH PT 2x SILL PL,ANCHOR BOLT SIZE& 2x STUDS REF PLANENC3INEERSA SPACING REF PLAN&SHEAR WALL lb.. SCHEDULE(SILL PL IN CONTACT W/ :e.-7,.i..:: /-CONC SLAB-ON-GRADE REF MAIN OFFICE: WALL FINISH REF ARCH--- . CONCRETE TO BE PT) PLANS FOR ADDITIONAL 6969 SW HAMPTON ST INFORMATION PORTLAND,OREGON 97223 (503)624-7005 EDGE NAILING REF SHEAR WALL 2x PT SILL PL W/ 5/8"DIA SCHEDULE STAGGER NAILING /-WWF REF PLAN ivR BEND OFFICE: AB(7"EMBED)©48"OC (1)#4 CONT AT TOP /2" 745 NW MT WASHINGTON DR .. (SILL PL IN CONTACT W/ , 1 CONC SLAB-ON-GRADE-REF PLANS i . / Ck --04 - \t; BSEuNITED,#02R7GON 97701 CONCRETE TO BE PT) ///-*-FOR ADDITIONAL INFORMATION REF z - a froelich-engineers.com \ ARCH FOR STEPPED CONDITION F ?- (1)#4 CONT AT TOP---.-..,.CLR f.411rT,Oir,' tv, JOB# 16-T100 \- • a1,10:-. 1117-11-2d1 ‘• i , / IL CD ‘r"-IF STEM WALL HEIGHT I I-11 IS GREATER THAN 2'-6" IR .11 -A - , 6" -,c03cjruizI c,4, ---I li-H\ iti=ii1:----1 ? ADD ADDITIONAL#4 /< / , --.11F-_-TI 1 1=11 r 1=1111.1r. _J1 2 FIORE Q12"OC /N<•ck''.-GI."''4.1.90' - -1 V Ai 1 , 6* 1 / / 6 2 ti' kJ 15472 A- -37 ..0.•• i \ !9•• /0 !frAletkede fq...1 ___.., ,._ , ifillr ' IF STEM WALL HEIGHT IS-/ Olir- •' EGON GREATER THAN 2.-6"ADD 1\-REF PLAN 3CLR FOUNDATION DRAIN REF GEOTECH ,, 11-0" I " , , ...iii 0 0 4 v64 y (P 1> ADDITIONAL#4 HORIZ @ . Ms\ \ 17A. 25 12"OC \ '\ \ #4_1 DOWELS©24" REF PLAN FOR '-'4/9Z #4x130WELS©36"OC-" ,,. /\\3"C..LR , REF PLAN FOR , CONT REINF(REF PLAN) 00(ALT HOOKS) / 1 1 EXPIRES: I 21307 1 SIZE&REINF (ALT HOOKS) 8" 8" ' SIZE&REINF ' BEARING WALLS TO FOUNDATION -AT GARAGE 11 FOUNDATION AT EXTERIOR WALL-WITH BRICK \,sl.2) SCALE: 1"=V-0" S5.2 SCALE: 1" - 16-T10016-T100 1"CLR, ,, (2)#4 HORIZ @ TOP 2" CONTRACTOR OPTION: \ CLF REPLACE CAST-IN AB W/EITHER: / ....e-; / • / 1/2"DIA A307 THREADED ROD EPDXY EMBED 6"MIN W/SIMPSON SET-XP EPDXY. / / 1/2"DIA SIMPSON STRONG-BOLT 2 WEDGE ANCHOR, EMBEDDED 5"MIN. \ -3 DRAIN MATERIAL REF-1 ARCH AND CIVIL / ://:7- /,>, • 1 z / / ' \'/\'/ </ ta P / z>\ 7 'a NOTE: FIN' IN WALL&ALT HOOKS , 1;)( \\.. #5©24"QC(CENTER A \ U-14- 0—:ti 3"SQ WASHER NOT REQUIRED AT NON SHEAR WALLS-TYP Cl) I— / ....f 0 Z '\ \g < _...__IN FOOTING) falgin / ‘ 1.1.J mill.110/ _____,, 1.1.1 (2)#4 HORIZ AT TOP, / „,,,, 4.<"// 2x STUDS REF PLAN ro BOT AND AT 48"QC MAX / ‹' FREE DRAINING ) I U..1 / „-, cGRANULAR MATI 0 (...) 2x PT SILL PL W/1/2"DIA AB WALL FINISH 0 8"CMU WALL / (7"EMBED)(ge 48"OC.(SILL REF ARCHg w crco - FULLY GROUTED / > / PL IN CONTACT W/ cC /,,, 4"DIA REFF FND DRAIN CONCRETE TO BE PT) SLAB ON GRADE LU W ,,,,N,-\\.,,, SET IN FREE DRAINING REF PLAN CD 0 f•-• 3"CONCRETE -.iv//k 1 I i cc . SLAB AT / • 7 *.---474.\ / ,...::;:._ / 7-REINF REF PLAN L.Li >- co 2 -iirgiv;\,,,,,,, 0 ....1 pw O BOTTOM OF / / -,4iliw,,,liti%:...,/\,\ I— ix LIDA DRAIN / • s z / —II. ill' s b_ \ . .i. 41 0 0 > W \ jr . . . . . .411. 0 u. 0 0- '--11 IE:1 1 1=-:-T1 1 coZ 1=1 1 Z Li- LI-I 2 6u' 1-11 z > 0 cS CLR • •„d • . I-- . ftota am am en Li. ‘ 3"CLR / < 0 LL. w P mult c3 3"CLR .)( )( f,3"CLR CONT REINF REF SCHEDULE-f REF PLAN FOR / / p z 3.CLR \\_. I=111=_.-111=111-11173. FOOTING SIZE&REIN5 STD 90°HOOKY/ EQ 7 5/8" EQ ' / REINF REF PLAN 2'-0" PERMIT ISSUE 15 MASONRY RETAINING WALL AT LIDA / 12 INTERIOR BEARING WALL AT FOUNDATION S5.2 SCALE: 1"=1,-0" 16-T100 S5.2 SCALE: 1"= V-0" 16-T100 REV DATE ISSUE TITLE SHEAR WALL-REF SHEAR WALL SCHEDULE FOR —A— MORE INFO PROJECT MANAGER: CN PT SILL PL,ANCHOR BOLT SIZE(OR SIMPSON MASA)& DESIGNER: YS SPACING REF PLAN&SHEAR WALL SCHEDULE(SILL PL IN CONTACT WI CONCRETE TO BE PT)A PROJECT NO: 16-T100 (,)#4 CONT AT TOP DRAWN BY: CAD-3 EDGE NAILING-REF SHEAR WALL SCHEDULE STAGGER CONC SLAB-ON-GRADE-REF PLANS DATE: 01/12/2017 NAILING .., 1-CONC ADDITIONAL INFORMATION - .—. _1411-- SCALE: AS SHOWN ;.• i \III fr- 11 _fj.. ,,tc ii. S. %. ''. i .." - 1 1 ---1 1 fr1\ 11=111=- - 1 -11 i- -,111=i it I i=i f I 7-17=110-- I -I -III ' ' 6" z , 2 CLUBHOUSE IF STEM WALL HEIGHT IS--/ GREATER THAN 2'-6"ADD (\--REF PLAN ADDITIONAL#4 HORIZ 1 12" • um _* ,...._ iiammoirfta: OC SHEET TITLE: , , \ , ;\ 3"4.;LR FOUNDATION #4.1220was@ 24"0C--/ 8- (ALT HOOKS) ,• \ / REF PLAN FOR DETAILS SIZE&REINF ' CONT REINF (REF PLAN) SHEET NUMBER: ( 1i--- INTERIOR SHEAR WALL TO FOUNDATION -AT GARAGE .. 5.2..) SCALE: 1"=V-0" I 16-T100 S 5 Ill 2 NOTE: -_ DOUBLE TOP PL rv` - MINIMUM DIMENSION OF }"- ; SHEATHING SHALL BE 24 F �2x STUD WALL(IF OCCURS) 2x SOLE PL W/0.148x3"@ 6" _ -`-7.-W414,74;,:- - _. CC UNO&SIMPSON LTP4 AS ;' REQ'D TO RIM JOIST(REF I"" " it "'=1r =ri WALL SHEATHING SHEAR WALL SCHEDULE) E•1 H 1.1 H I 2x STUD WALL NOTE: FROELICH REF ARCH /_0.148x 3"NAILS @ 4"OC TO BLKG PANEL JNTS T0148x3 NAILS@TYPICAL HEADER BEARING CONDITION H I 1.1 H 1 . EDGE NAILING . • 4"OG TO BLKG(AT Wl(1)CRIPPLE MAX&(i)KING STUD ON SHEAR WALL SCHEDULE) ., STUD(OR 3x STUD-REF ENGINEERS1 FLOOR SHEATHING SIM) FLOOR TOPPING REF PLAN NEED NOT COMPLY WITH THIS DETAIL. 11 I I MAIN OFFICE: REF PLAN FLOOR TOPPING WALL SHEATHING REF PLAN--N, • I . 2x BLOCKING AT PANEL 6969 SW HAMPTON ST REF PLAN &SHEAR WALL SCHEDULE I I II I I I I • EDGES REF SHEAR PORTLAND,OREGON 97223 FLOOR SHEATHING REF PLAN POST OR DBL STUD ABOVE I- _ .}� ._ ' _. .I• WALL SCHEDULE (503)624-7005. A, ',;;',,, sir r, %' '"' s i i i1 r- r i i • BEND OFFICE: 1.1 H I H 11 745 NW MT WASHINGTON DR SUITE#205 " " " .a..aii f ) II II Ii I I 11 EDGE NAILING BEND,OREGON 97701 I-.!01ST BLOCKING �.�.-- 77 .t,,,, 4$ OC AT SIM 1 314 RIM JOIST W/0.148x314 ,, , I. ..ty...,,;; , .j Li H �.".-- 11 H I SHEAR PANEL REF froelich-engineers.ocm TOENAILS @ 8"OG&SIMPSON • LTP4 AS REQ'D TO DBL TOP PL '� ,.-----VERTICAL GRAINED I I I I r SMEAR WALL SCHEDULE JOt3# 16-1100 t-JOIST BLOCKING @ 48" OC SOLID FIELD CUT (J I �"�-I-JOIST REF (REF SHEAR WALL SCHEDULE) .---•'"�� BLOCK TO FACE OF �. 1I 11 I 1 • I� , ,I WALL(MATCH WIDTH VII 2x STUD WALL REF PLAN ,PLAN(AT SIM) pFPpSTABpVELO 1 �) N i 1 " .�QIIS � tjt '1 CONTINUOUS RIM JOIST ..• I 1) 1I 11 11 FIFE NAILING - �c� CONT I JOIST BLKG(USE7 REFPLAN "� --I-JOIST REF PLAN �I 1 1 D �* s S+1 3/4"LSL BLKG AT 2ND C---2- I J� �� ( I1 11 1 1 I � r'�,C' N,��. 1Sf.FLOOR FRAMING} \\\\:-....:1-JOISTS- STAIR AT SIM CONDITION �(2)-d,14g x 3"NAILS 1 1/2" FLOOR JOIST BEYOND I 1 11 C~ 154; �''v WEB STIFFENER HOEDOWN&HOEDOWN 44./ FROM JOIST BLKG END TO I I H 11 1 1 ( 4r �" WHERE REQ'D f: BL TOP PL-REF DETAIL POST OR DBL STUD BELOW EDGE NAILING I I I I I I 11 11 I . SCHEDULE HEAR WALL r" JOISTS BEAR ON &SPLICE " " 3/S6.1 FOR SPLICE CONN (MATCH SIZE UNO)ALIGNED LI !1 A 1.I j.11EGDN 0.148 x 3 TOE NAILS 1 1/2 " ►�'�► OVER WALL,TYP -•--�_i FROM JOIST END TO TOP 2x STUD WALL I 11 I( 11 4 WIDTH-TYPICAL <Y A-W/POST ABOVE 1I. , 24 MIN SHEATHING . ,' PL's _ PL s I L.. f . .�.1,1. -IL-� 11...:,..._.I•L � '9/j�, 25 �. ID �`� WALL FINISH REF ARCH CONT DBL TOP PL TYP �I' -16"MIN-TYP / SILL PL (ANCHORAGE 2x STUD WALL I� EXPIRES: �Z� �/r ' REF SHEAR WALL / SCHEDULE/NOTES) 10 FLOOR JOIST TO BEARING WALL FLOOR JOIST TO WALL 4 CONTINUOUS POST LOAD PATH SHEAR WALL ELEVATION I SCALE:1"=l'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE:3/8"= 1'-0" S6.1 16-1100 56�� 16-1100 �5. 16-T100 5�. 16-T100 NOTE: NOTE: REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. I I I I II I I CONT DBL TOP PL AIR GAP,REF ARCH ..,..„,.... --CONT i SOLE PL W/0.148x3"@ 4"OC UNO SHEAR WALL SHEATHING POST OR �--FILLER STUDS AS REQ'D 1"8".` `+� �, / AS REQ'D REF PLAN -\-- SHEAR STUDS AT EACH END &HOLDOWN OF - UPPER HDR REF PLAN t) I- WALL ABOVE SOLE PL W/0.148x3" 6"OC UNO i @ GYP REF ARCH 6x6 DF#1 LOWER ---�'^ (8)0.148x3"NAILS TO Z AS OCCURS BEAM,REF PLAN FOR SIZE ON SHEAR WALL SCHEDULE TO SCHEDULE - - HEADER-TYP FLOOR SHEATHING ,.,, �„ HDR IF OCCURS - _ LU RIM Qct SOLE PL - EA SIDE SIMPSON A35 CLIP AT LTP4 CLIP D 0 DRAWINGS SPACING IN PLACE OF LTP4 CLIPS TOPPING REF PLAN FLOOR JOtS1(JOISTS MAY -.- 2x KING AND(2)2x CL FLOORSHEATHING FLOOR TOPPING REF PIAN REF SHEAR WALL SCHEDULE(48" SIMPSON HOEDOWN RUN IN EITHER DIRECTION) SIMPSON A35 AND "`r CRIPPLE TO SUPPORT p O REF PLANMAX LINO} ' HDR 'Q OC M STRAP REF PLANS& SIMPSON HUC HANGER O 5p.'-'4--,;;-;,-,--,'„--2/,,, ,,, ,,, ;,, ,,, , r,..../7:FLOOR . „'";.1,,;f - i ,,, 4 ,,, 4 1, HOLDOWN SCHEDULE BETWEEN LOWER HDR: W ;,; >_ ,,',f';,,';',-,'-;',-" �.....� ). ,,, ;,, ,.;,, ,Girr a AND CRIPPLE A1► - OPENING AS OCCURS W • MECHANICAL UNIT i ..2. - - L"` 0 WINDOW TRIMS-NOT _, _ a CO . WEB STIFFENER t� © ¢ "� BEARING j�2x KING AND 2x CRIPPLE 0 d v (2)0.148x3"FACE-�-"''� _1 TO SUPPORT 2x SILL PL I ' I Z cz S 'S WHERE REQ'D `� LiJ `� NAILS @ 16"00-TYP t___ 0 ..,.I 0 \N Z ---2x SUDS @ 16"OC r Z ..._I w AT BUILT UP STUDS 2 SILL - 0 1 0 N --.....m.--\\.\\..... .^,. 111 W I r��.- ATOPENING - I-JOISTS, REF PLAN � 1 3/4"LSL RIM BOARD RIM JOIST ,. y/7y_______ r , t W O if"' E WEB STIFFENER NI-JOISTS, REF PLAN ¢ 0 Lima a � Cr) T. Et . • DBL TOP PL REF 3/S6.1 (TYP) ( el (IF REQUIRED}BY " " C3� I` 2x SILL PL(USE 2-2x6 WHEN :,.. i.- LU rr) > JOIST MANUF SIMPSON TOP FLANGE (2)0,148 x 3 TOE NAILS 1 1/2 w 0 2x SILL Q Q HANGER BY JOIST FROM JOIST END TO TOP PL's POST OR DOUBLE STUDS BELOW MECHANICAL UNIT OCCURS n/ d 2 C3 UJ WALL SHEATHING REF SHEAR �.1� w r . r,. m MANUFACTURER WALL SCHEDULE FOR INFO POST OR DOUBLE STUDS ABOVE, UNDER THE WINDOW) EDGE NAILING - - REF PLANS&HOLDOWN SCHEDULE ' NOTE: 2x STUD WALL ---I"- --- AT SIMILAR, BEAM IS DEEPER ,...__1r____ THAN FLOOR JOISTS. • PERMIT ISSUE - 11 FLOOR JOISTS TO BEAM 8 FLOOR JOIST TO PARTY WALL 5 HOEDOWN STRAP - UPPER WALL TO LOWER WALL 2 TYPICAL HDR CONSTRUCTION - 3 BAYS & 10'-0" TOTAL LENGTH MAX I SCALE: 1"= 1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE:318"= 1'-d" S6.1 16-1100 36,1 16-1100 V. 16-T1 d0 16-1100 REV DATE ISSUE TITLE NOTE: NOTE: - REF ARCH DETAILS FOR ADDITIONAL WALL SHEATHING MIGHT BE ON CONSTRUCTION REQUIREMENTS TO THE OTHER SIDE OF THE WALL ' MAINTAIN REQ'D FIRE RATING. AT SIM CONDITION. SOLE PL W/0.148x3"@ 6"OC UNO 2x SOLE PL W/0.148x3"@ 6" 4'-O"MINIMUM 2x SOLE PL WI 0.148x3"@ 6"OC ON SHEAR WALL SCHEDULE TO OC UNO&SIMPSON LTP4 AS / V CORRIDOR UNIT RIM REQ'D TO RIM JOIST(REF W/(12)-0.148x3"NAILS AS SHOWN(EQ SPACED) SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING INN 2x STUD WALL _- _ SCHEDULE) 1 i - - SHEAR WALL I PROJECT MANAGER: CN SPACING IN PLACE OF LTP4 CLIPS 1 MI111111111 REF SHEAR WALL SCHEDULE 48" FLOOR EDGE NAILING ----0---- DESIGNER: YS ( - � FLOOR TOPPING REF PLAN 1 OC MAX LINO) SHEATHING EDGE FLOOR TOPPING REF PLAN DRAWN BY: CAD-3 CONT DBL NAILING SIMPSON A35 CLIP AT LTP4 CLIP WALL SHEATHING REF PLAN& TOP PL FLOOR TOPPING, SPACING IN PLACE OF LTP4 CLIPS FLOOR SHEATHING REF PLAN SHEAR WALL SCHEDULE FLOOR SHEATHING REF PLAN PROJECT NO: 16-T100 REF PLAN • FLOOR SHEATHING, REF SHEAR WALL SCHEDULE(48" REF PLAN OC MAX LINO) DATE: 01/12/2017 I JOIST REF PLAN i SCALE. AS SHOWN JOIST, - _A 2x STUDS - W. ,., C „' .... ATSIMCOND[TIO T;H REF PLAN + 1 ->j„, JOIST MAY RUN O ER I (T._._____._._._________ DIRECTION. USE 1 314x11 7/8" 1 3/4"RIM JOIST W/0.148x3" :." ....-•--WEB STIFFENER `' LSL RIM INSTEAD OF LSL BLKG TOENAILS @ 8"OC&SIMPSON DBL TOP PL SPLICE - NAILED BY JOIST MANUF LTP4 AS REQ'D TO DBL TOP PL AS REQUIRED (REF SHEAR WALL SCHEDULE) 4-, FLOOR JOIST,REF PLAN I I l CLUBHOUSE IZI&SIMPSON HU HANGER 1-JOIST, 1 3/4"x11 7/8"LSL BLKG W/0.148x3" -I-JOIST REF PLAN -•, TOP PLATE SPLICE 0.148x3"NAILS @ 8" 1'-4"MIN REF PLAN TOE-NAILS @ 8"OC&SIMPSON = 7 OC STAGGERED " LTP4 AS REQ'D TO DBL TOP PL (2)_0,148 x 3"NAILS 1 1/2" STAIR CONDITION WEB STIFFENER BY JOIST MANUF t LESS THAN 4`-0" ,/F (TYP) 1 3/4 x 11 7/8 LSL CONT RIM W/ I-JOIST BLKG @ 48" (REF SHEAR WALL SCHEDULE) FROM JOIST END TO TOP PL " " o S a ,r' 0.148x3"TOE-NAILS @ 8 OC& OC W/0.148 x 3 (2)-0.148 x 3 NAILS 1 1/2 r'• ' • ' • ' • ' • • ' • ' • ' • '••�- SHEET TITLE: SIMPSON LTP4 AS REQ'D TO DBL NAILS @ 4"OC TO �� FROM JOIST END TO TOP PL � �. •a' ` I •�' •' TOP PL(REF SHEAR WALL BLKG WALL SHEATHING CONT DBL TOP PL,REF DETAIL CONT DBL TOP PL-REF DETAIL \ FRAMING DETAILS SCHEDULE) EDGE NAILING REF PIAN _ �,� 3/56,1 FOR SPLICE CONN 3/S6.1 FOR SPLICE CONN -SIMPSON MSTA30 CONT DBL TOP PL,REF DETAIL WALL SHEATHING, 2x STUD WALL ---V--- 2x STUD WALL STRAP CENTERED 3/56.1 FOR SPLICE CONN ON ALL DBL TOP PL REF PLAN NOTE: SPLICES(TOP& 2x STUD WALL, AT SIMILAR,WALL DOES NOT BOTTOM PLATES) REF PLAN ___. - OCCUR ABOVE FLOOR. --Ar-- - - 2x STUDS SHEET NUMBER: (71-2-. CORRIDOR JOIST TO SHEAR WALL 9 FLOOR JOISTS AT WALL AT SHEAR WALLS (--6---..\\ FLOOR JOIST TO WALL 3 DOUBLE TOP PLATE SPLICE - STRAP 1 SCALE: 1"=1'-0" SCALE: 1"=T-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" 3�,1 J 161100 ��• 16-1100 X6,1 16-T10fl S6.1 16-T100 S6 "I ■ • 11 WALL SHEATHING --J.'', - - - _ NOTE: 0.131 x 21/2"@ 6"OC • SEE NOTE:DTL 6/S6.1 OR 7/S6.1 SEE DETAILS 6/S6.1 &7/56.1 FOR FOR REMAINING INFO SEE ARCH DETAILS FOR ADDITIONAL • .., '-r•-•,, WALL SHEATHING, TYPICAL JOIST CONNECTIONS. 2x1 0 BLKG BETWEEN CONSTRUCTION REQUIREMENTS TO ';--44-73;:g: _ Ti.,• REF PLAN&SHEAR -4--- 2x SOLE PL W/0.148x3"@ 6"QC UNO& TRUSSES W/0.148x3"@ 6" MAINTAIN REQUIRED FIRE RATING WALL SCHEDULE SIMPSON LTP4 @ 48"QC MIN TO BEAM OC TO BLKG&(2)0.148x3" //-2x6 CONT BLKG UNO ON SHEAR WALL SCHED TO EA STUD o• UNIT CORRIDOR FROELICH ,„. - / • _., FLOOR TOPPING, 2x STUD WALL- FLOOR TOPPING,REF PLAN 0,001 -' REF PLAN ,...0 0,00'swi ENGINEERS FLOOR SHEATHING, REF PLAN 000 WALL FINISH, --0.----- ‘ MAIN OFFICE: FLOOR SHEATHING, - REF ARCH 6969 SW HAMPTON ST 2x DECKING OR DECK STEP,REF REF PLAN WALL SHEATHING,-\ ROOF TRUSSES, PORTLAND,OREGON 97223 I-JOIST BLOCKING @ 48"QC REF PLAN SHEATHING,REF PLAN ARCH REF PLAN&SHEAR TJI BLKG W/ (603)624.7005 WALL SCHEDULE /7.--_FLOOR SHEATH1NG,(3)0.148 x 3"NAILS @ 48"QC -2x STUD WALL SEND OFFICE: 0.148 x 3"NAILS @ 4"OC ROOF SHEATHING I REF PLAN 746 NW MT WASHINGTON DR . 'S- PER PLAN W/0.131 x 2 1/2"NAILS @ 6"OC I SIMPSON HANGER i FLOOR TOPPING, FLOOR SHEATHING, REF PLAN FLOOR TOPPING, SUITE#205 BEND,OREGON 97701 X ': -g-. BEAM,REF PLAN-NNN, 1111 ( 1 1 xii r EDGES&12"OC FIELD BY TRUSS MANUF. i REF PLAN REF PLAN froelich-engineers.com JOB# 16-T100 0.131 x 2 112"@ 6"OC TO BLKG 00,0 i - fl--11 - ( - r ,,,, - - - i' ,., ''./ ',, IR-JEOFISpT, Nof/ lima-,...p.r- DECK JOIST OR...7Z # .1„) II `•---JOISTS RUN OTHER r 0) P i' (.;',4.-k - . . hi- Ai DIRECTION AT SIM r,,::1 ,7 ....- FLOOR JOIST, REF PLAN & °A'l':4.\;4'4\'\52(:' • LSL RIM JOIST FOR SPLICE CONN 0.148x3"TOE-NAILS @ 8"OC -.0..._ ,f: / r- (2)-0.148 x 3"NAILS 1 1/2"FROM i.,. • &SIMPSON LTP4 @ 48"QC I-JOIST, ...a--- JOIST END TO TOP PL CONT DBL TOP PL TYP 2x STUD WALL MIN TO DBL TOP PL UNO ON , REF PLAN 1 3/4"x 11 7/8 LSL CONT RIM 11011-4"--0 N EGON ..s \ ----"Ar- SHEAR WALL SCHEDULE CONT DBL TOP PL TYP 2x SOLID BLKGlify "4\ I , 0,00,0•0,,,,,0 4.1' ---, JOIST W/0.148x3" -- VA, .000100.1.'"Pll 'kg de NOTE: POST&BEAM AT I SIMPSON H1 AT EACH TRUSS) DBL TOP PL TOE-NAILS @ 8"OC(2-1 • ....___ ."*.------------------a STUD WALL 4, 25 v, 12" DeN‘s\ ALL DECK HANGERS, NAILS, -..."--- ---2x STUD WALL SIM CONDITIONY , 1 3/4x11 7/8 LSL BEAM AT SIM IA___ CONDITION) SCREWS,CLIPS&FASTENERS ARE WALL SHEATHING, ---"\--1 1 EXPIRES: t21 4/://7 i TO BE HOT DIPPED GALVANIZED. REF PLAN _i_.,/,_. L.. DBL TOP PL 22 DECK JOIST AT WALL 19 CANTILEVER W/ FLOOR JOIST PARALLEL TO WALL 16-- LOWER ROOF TO WALL 13 CORRIDOR JOIST TO BEARING WALL S6.2 SCALE: 1"= 1'-0" 16-T100 DECK RAILINGS&GUARDRAIL S6.2 SCALE: 1"=V-0" 16-T100 S6.2 SCALE: 1"=V-0" 16-T100 S6.2 .V..-)A's%1"="" ...7 POST CONNECTIONS BY OTHERS II ,-_,„,....- ---,,,,,L. WALL SHEATHING, DBL JOIST AT EACH REF PLAN&SHEAR GUARDRAIL POST NAIL FLOOR SHEATHING TO WALL SCHEDULE NAIL FLOOR SHEATHING TO ..-WALL SHEATHING, REF PLAN BEAM OR JOIST W/0.148 x 3" 1 BEAM OR JOIST W/0.148 x 3" ' &SHEAR WALL SCHEDULE NAILS @ 6"OC UNO ON PLANS NAILS @ 6"OC UNO ON PLANS PLAN VIEVV A-A ... „...,... ------------" 2x DECKING OR DECK USE 0STRAP REF PLAN 148x3"NAILS EVERY-CENTERED. . FLOOR TOPPING, REF PLAN SHEATHING,REF PLAN OTHER HOLES AT RIM OR LSL FLOOR TOPPING, /RFLEOF0pRLASNHEATHING, FLOOR TOPPING, Emu° --.1*r DECK RAILINGS& FLOOR TOPPING PER PLAN BLICG REF PLAN 2x DECKING OR DECK REF PLAN (en 1"-- Z GUARDRAIL POST 1 STEP,REF SHEATHING, REF PLAN ARCH REF PLAN BEAM OR JOIST, < w ir A CONNECTIONS BY FLOOR SHEATHING, / ,' //REF PLAN W 2 STEP PER I 5- \ Hi 1 W OW ! I zaornall d`r.44Y'a-"";, ,/ ;',;--';/' ,' : 1,,-,-; ,,,'rti I:,,,_r 1. .;,_ri „;,i ,T--",_,:i 0 .... 4 , Air -, .6 - - - - -...'°r -- 0 *9 . ...I i iiom or- - pm 11 i›<1 t›.< ' 1 "`›" 1 . ji ito W RESFIMpLAPSNONT0STBRAEAPM, '.„..,d \ "S• . \ &DBL TOP PL g 65 W 0 co , /- JOIST, DECK JOIST OR 13/4"LSL RIM JOIST OR-------. Ce c) CI 8 o r, il i REF PLAN \\*BEAM OR DRAG BEAM, REF PLAN 1 1 \\/:1-JOIST XL LSL BLICG STRUT, REF PLAN ' rir1111 ! ! III REF PLAN ."I-,.1 I--- W 0 PT BEAM,REF PLAN SIDING,REF ARCH BEAM REF PLAN REF PLAN DBL TOP FL, REF--///...---Ar 1 314"LSL RIM DBL TOP PL, REF---/' / / "•• 6 ..... lki PT DECK JOIST,REF PLAN \\--2x PT LEDGER W/(2) DETAIL 3/S6.1 FOR DETAIL 3/S6.1 FOR Lal. u. (D 1 SIMPSON SDS 1/4x3 SPLICE__,,,,,, - SPLICE__.",,,„/",,,,e' I 1 1 Lk-I f. Z SIMPSON LUS28 1.1.1 Lli 0 1""" 4, 0 HANGER,TYP \ 1/2"SCREWS @ 16"OC INTO RIM JOIST 2x STUD WALL 2x STUD WALL > 0 . Fli 0 W CO ..... W L> LSL RIM JOIST @ 16"OC @ 16"OC CONT DBL TOP PL,REF DETAIL \ -POST, NOTE: \-POST, REF PLAN ALL DECK HANGERS,NAILS, REF PLAN _ _±....„_\_3/S6.1 FOR SPLICE CONN NOTE SCREWS,CLIPS&FASTENERS ARE ALL DECK HANGERS,NAILS, 2x STUD WALL - TO BE HOT DIPPED GALVANIZED. I - SCREWS,CLIPS&FASTENERS ARE TO BE HOT DIPPED GALVANIZED. PERMIT ISSUE NOTE: SEE DETAILS 6/S6.1 &7/S6.1 FOR • 23 DECK JOIST TO WALL TYPICAL JOIST CONNECTIONS. 20-- BEAM DRAG STRUT TO WALL (----1 FLOOR FRAMING DETAIL AT DECK BEAM ("1-4. BEAM DRAG STRUT TO WALL , S6.2 SCALE: 1"=11-0" 16-T100 S6.2 16-T100 SCALE.• 1"=V-0" S6.2 Tei.ktiti"= i-o " S6.2 SCALE: 1"=V-0" 16-T100 REV DATE ISSUE TITLE • NOTE: NOTE: NOTE: SEE DETAILS 6/S6.1 &7/S6.1 FOR REF ARCH DETAILS FOR ADDITIONAL FLOOR SHEATHING JOINTS ROOF SHEATHING TYPICAL JOIST CONNECTIONS. -v'---- CONSTRUCTION REQUIREMENTS TO SHALL OCCUR MORE THAN 12" PER PLAN W/0.131 x 2 MAINTAIN REQUIRED FIRE RATING. FROM CENTER LINE OF WALL. 1/2"NAILS @ 6"OC • EDGES&12"OC FIELD --A- i 2x6 CONT BLKG ---V -- N- BEAM PER PLAN ,,,,,,,...,....-AIR GAP,REF ARCH PROJECT MANAGER: CN [ ) 1 2x SOLE PL W/0.148x3"@ 6" DESIGNER: YS OC UNO&SIMPSON LTP4 AS 2x FLAT DECKING a_h. "-------- SHEAR WALL SHEATHING REQ'D TO RIM JOIST(REFDRAWN BY: CAD-3 SHEAR WALL SCHEDULE) L... AS REQ'D REF PLAN 2x6 CONT LEDGER-/ 1 FLOOR SHEATHING DATE: 01/1=017 ; SOLE()ON Ls WH E/AO.R141418 xA3L"LNAILS(gD UT EOTCO URNI 100 ( GYP REF ARCH PROJECT NO: 16-T100 FLOOR TOPPING REF PLAN I.>-<N -:._ 11 I >-:I I \ 5 ; UNIT--7 --UNIT-7 ' SIMPSON A35 CLIP AT LTP4 CLIP SCALE: AS SHOWN SPACING IN PLACE OF LTP4 CLIPS FLOOR SHEATHING REF PLAN o • //,---FLOOR TOPPING REF PLAN • • REF SHEAR WALL SCHEDULE(48" , 0 o OC MAX UNO) I-JOIST REF PLAN MIGHT I , ...61 RUN EITHER DIRECTION 3 1/2 x 11 7/8 GL -BEAM,REF PLAN -, 7 I-JOISTS, REF-\ CLUBHOUSE i 1.-._u / '-Tif' i' l 'VI i - f...._ PLAN -\_ Jr N \/ _ /.. Nis_ i. 6x6 POST&END -___....----I-JOIST BLOCKING @ 48" OC ROOF TRUSSES, .c-,- I / COLUMN CAP, REF PLAN SIMPSON BC POST CAP REF PLAN -- --- \.,.._, . _ FROM BEAM TO POST ), \NN, (UNO) ED CORRIDOR WALL,-/ yx SIMPSON HUCQ410 :.0...A,..,... . :L-I-JOIST REF PLAN SHEET TITLE: 47:1-ii, REF PLAN mi. - HANGER,REF PLAN WEB STIFFENER BY JOIST MANUF \/,/-• CORRIDOR --,/L-- 1 3/4"LSL RIM BOARD FRAMING DETAILS SIMPSON STRAP, POST, REF PLAN REF PLAN AS NOTE:ALL DECK HANGERS, NAILS, (2)0.148 x 3"TOE NAILS 1 1/2" (2)-0.148 x 3"NAILS 1 1/2" A OCCURRED SCREWS,CLIPS &FASTENERS ARE FROM JOIST END TO TOP PL PLAN VIEW TO BE HOT DIPPED GALVANIZED. ,e'< ' FROM JOIST END TO TOP PL's CONT DBL TOP PL-REF DETAIL EDGE NAILING - - 3/S6.1 FOR SPLICE CONN 2x STUD WALL WALL SHEATHING REF SHEAR WALL SCHEDULE FOR INFO SHEET NUMBER: 24 LOWER ROOF TO WALL 21 BEAM CONNECTION AT CORRIDORS 1i3 FLOOR FRAMING SECTION AT LOWER ROOF 15 FLOOR JOIST AT SHEAR WALL PARTY WALL S6. )2scAL100E: 1"= V-0" 16-TS ) ea 12Tl"=.11-'3" S6.2 ntit%1-. 1,-0. 56.2 SCALE 1"= 11-0" 16-T100 S6 a 2 - WALL SHEATHING-N 7-4r---- NOTE : - 0.131 x 2 1/2"©6"OC SEE DTL 6 OR 7/S6.1 : - --1-- -V FOR REMAINING INFO NOTE: Lir... - 2x10 BLKG BETWEEN REF DETAIL 6/S6.1 FOR MORE --- TRUSSES W/0.148x3"@ 6" INFO. QC TO BLKG&(2)0.148x3" e7-2x6 CONT BLKG TO EA STUD „ ”.0 FROELICH , i SHEAR WALL SHEATHING ENGINEERS'1 000/0"/ : AS REQ'D REF PLAN MAIN OFFICE: 6969 SW HAMPTON ST ROOF TRUSSES, 2x WALL PER PLAN PORTLAND,OREGON 97223 REF PLAN = 2x4 DF#2 STUDS©12"OC (503)624-7005 FLOOR SHEATHING, FLOOR SHEATHING FLOOR TOPPING PER PLAN REF PLAN BEND OFFICE: ROOF SHEATHING : 745 NW MT WASHINGTON DR PER PLAN W/0.131 x 2FLOOR TOPPING REF PLAN- FLOOR SHEATHING PER SUITE#205 1/2 \\ PLAN BEND, REGON 97701 ROOF TRUSS:'1.141.1 REF PLAN WALL SHEATHING--/''//.. ,..- O EDGES& 12"OC FIELD HANGER BY FLOOR TOPPING, IPER PLAN 1 froolich-engineers.com OTHERS ,. I .,,,.,_ , JOB# 16-T100 0.131 x 21/2"©6"00 TO BLKG aro 00 --. 1 .,, -;',. '' ,'' i'-e, l t' f-. ...-, L • "..> 7 . . ti C i tijsi 0,4w°' 0 _ 0000 jiir .\k '4'w 2x12 LEDGER WITH(4)1/4"x3 1/2" 0 o 0 i, '4 Ao' FLOOR JOIST .000 1 1 i(.4-4, • SDS SCREWS AT EACH STUD. th- PER PLAN& ....0 X 2x SOLID BLKGyi ) , SIMPSON HU HANGER .\ \ 1---FLOOR JOIST N_PER PLAN --4.-- ' <4 4.44 CC ' Of , 1547 0 trollIlw,/ r 4 J , 111111 r 000 -P-ve1/4)-25 At-,ig:-1 POST&BEAM AT . I SIMPSON H1 AT EACH TRUSS BEAM REF PLAN SIM CONDITION -1.--‘r-T' 1 4x12 BING_.., I 1 EXPIRES: i3*1 1 I DBL TOP PL BETWEEN STUDS __.i.: LOWER ROOF TRUSS AND HANGER BY OTHERS. 31 LOWER ROOF TO WALL CONNECTION 2t3 CORRIDOR AND FLOOR JOIST TO BEAM 25 LOWER ROOF TRUSS TO PARTY WALL SCALE: I S63 u141"= 1,.0" 63.) NM1". e- . . , .- WALL FINISH REF ARCH NOTE: SEE DETAILS 6/56.1 &71S6.1 FOR 0.131 x 2 1/2"©6"OC TYPICAL JOIST CONNECTIONS. NOTE: 2x10 BLKG BETWEEN > REF DETAIL 6/S6.1 FOR MORE NOTE TRUSSES W/0.148x3"@ 6" NOTE: INFO. ANY OTHER HOLE SIZE OR OC TO BLKG&(2)0.148x3" 7-2x6 CONT BLKG ALL DECK HANGERS,NAILS, I TO EA STUD SCREWS, CLIPS&FASTENERS ARE LOCATIONS MUST BE APPROVED TO BE HOT DIPPED GALVANIZED. 2x STUD WALL BY ENGINEER OF RECORD, y 1 A 'll It. SHEAR WALL SHEATHING Emil° WALL SHEATHING, AS REQ'D REF PLAN ,,..01411/1. :..--- ROOF TRUSSES, - REF PLAN&SHEATHING,- REQ'D FLOOR TOPPING REF PLAN CI) Z REF PLAN SHEAR WALL 2x DECKING OR DECK < W SCHEDULE SHEATHING,REF PLAN FLOOR SHEATHING REF PLAN 2x HOLE DIA W ROOF SHEATHING / FLOOR TOPPING PER PLAN PERPLANPLAN W/0.131 x 2 -HALF WALL.PER I-JOIST REF PLAN W 0 1/2"NAILS©6"OC ARCH TO BE MIN , FLOOR SHEATHING, EDGES&12"OC FIELD OF 2x6 STUDS AT REF PLAN ., Pct et049 —1 STEP PER . ARCH \ 1/3 DEPTH > 0.131 x 2 1/2"@ 6"OC TO BLKG „go - •46, .0. A Ct 6 W I I 1>< 4 'if' -- r .'" — I— "1— —I —>l' i— ,, 0 § a-- i moo.' 2x12 LEDGER WITH(4)1/4"x3 1/2" UJ >.` Cl) 2 „wow i Li t', ... SDS SCREWS AT EACH STUD. I-- 1/3 SPAN MIN 1/3 SPAN MIN 4 \ 0:000,e.-00.Pj°11."-- f • / REF"OISPT, / / "- P-x-r .......... / 1 1 „..:.....wi 1 XI _.........._ Lu x PT BEAM,REF PLAN IA - ALLOWABLE ZONES FOR 0 .- I- V) W SINGLE 2”DIA HOLE W c) u> 2x SOLID BLKG_///1 , PT DECK JsOlIST,REF PLAN 2x PT LEDGER W/(2) I (MULTIPLE HOLES REQUIRE ..... t-- CONT DBL TOP PL-REF DETAIL Ar il - u) 0 SIMPSON SDS 1/4x3 --V\--- PRIOR ENGINEER REVIEW) -N- Lt LIP- z&)) c:t POST&BEAM AT _ -- I _ SIMPSON H1 AT EACH TRUSS MPSON WS28 3/S6.1 FOR SPLICE CONN IF jr SIM CONDITION I HANGER,TYP \ 1/2"SCREWS @ 16"OC INTO RIM JOIST i 4x12 BLK'G , DBL TOP PL LSL RIM JOIST __1 .__,/,.._I_ __±_.\ CONT DBL TOP PL,REF DETAIL BETWEEN STUDS 3/S6.1A FOR SPLICE CONN LOWER ROOF TRUSS AND PERMIT ISSUE 2x STUD WALL HANGER BY OTHERS. — 32 LOWER ROOF TO WALL AND DECK CONNECTION 29.' LOWER ROOF TRUSS TO WALL 26 ALLOWABLE GL BEAM HOLE LOCATIONS —TYP AS REQ'D S6.3 SCALE: ="" S6.) .v_./n1"= 1,-0- S6.3 SCALE:3/8"= 16-T100 REV DATE ISSUE TITLE NOTCH G.L.BEAM OVER THE HDR b SIMPSON HUCTF412 TOP FLANGE 4 G.L.BEAM PER PLAN---1 HANGER IL 3" PROJECT MANAGER: CN tit o .,. -CONT DBL TOP PL DESIGNER: YS tu2< / . ‘,. DRAWN BY: CAD-3 BENT PL 3/8"x co x16"LONG-, :'' _I . W/(6)1"DIA BOLTS TO GL S _._.._ r HEADER©12"GA 1* ,e PROJECT NO: 16-T100 f DATE: 01/12/2017 \ TOP OF 0 OX .'N 's --- b PLATE ELEV. IX 1: Nc\ SIDE PL'S AS SHOWN W/ I' ) )\‘__ < 1, SIMPSON A35 SCALE: AS SHOWN (2)1"DIA THRU BOLTS — 1 i i---'--, ,-...._„. _ ) / ;s• Lb cc ` 1 - • BEAM REF PLAN WITH 1 • SIMPSON HUCQ s. kt. k---PT G.L.BEAM REF PLAN (2)2x6 KINGS • HANGERS TYP\ ti \ ! -"i7\ • ° / 1/4V . • '0. 6" i / ) CLUBHOUSE 94"BRG.PL x AS REM/ / 1 -,.. tm . _./ I ..1.: '''''''''"----SIMPSON CS16x AS SHOWN STRAP FROM(2)2x6 CRIPPLES TO DBL TOP PL ( ( G.L.HEADER AS OCCURS 4' GARAGE DOOR HEADER,REF PLAN_. 1...i. ___....N_____ COLUMN REF PLAN WITH SIMPSON ECCQ COLUMN CAP SHEET TITLE: (2)2x6 CRIPPLES NOTE: . ALL DECK HANGERS,NAILS, . FRAMING DETAILS SCREWS,CLIPS&FASTENERS ARE _____e-___ TO BE HOT DIPPED GALVANIZED. SHEET NUMBER: 33 CANTILEVERED GL TO HEADER 30-' 1 GARAGE DOOR HEADER CONNECTION 27 BEAM TO BEAM AT CORNERS S6...3) - v..0u Tk.g S6.3 o1"= 1..0" S6.3 .TN-F) in=l'"°" S6 . 3 ' - SIMPSON LSTA18 GRID STRAP(g 4'.-0"OC TYP ,..... '%•., NOTE: ,,, ...., ROOF SHEATHING REF DETAIL 2/S7.1 FOR BUILT-OUT ,..'' `•••, - r.":,,,4•-T"','- •Ii.of. ' REF PLAN GABLE END TRUSS CONNECTION ROOF EDGE TO PERIMETER WALL. -..., -,--- . NAILING „,--..-...--'. \a -- yr 0.131x 2 1/2"@ 2x BLOCKING(MATCH FROELICH ,.... ..-- DEPTH OF TRUSS TOP ,...., ,,,,,-• 2x6 OUTLOOKre ROOF SHEATHING CHORD)W/(4)0.131 x 2 ENGINEERS I „. ROOF SHEATHING ,....,,e, MAIN OFFICE: 6969 SW HAMPTON ST ,...'' PORTLAND,OREGON 97223 ,-GIRDER DRAG 2x SHAPED BLOCKING AT ' 0.131 x 2 1/2"NAILS @ 6"OC(EDGE NAILING) ,.., (503)624-7005 / TRUSS REF PLAN A rr __ _4 El , " • ,. _ I RIDGE(ALTERNATE EDGE NAILING ,.." BEND OFFICE: I/ r/ BLOCKING EACH BAY) c.;......11".' ROOF SHEATHING 2x SOLID BLOCKING 745 NW MT WASHINGTON DR 0.131 x 2 1/2"@ 6"OC (2)0.148x 3" , MANUFACTURED SIMPSON A35 @ 24"QC MIN UNO 0t4 - (2)0.148 x 3"NAILS I PRE MANUFACTURED REF PLAN .... SUITE#205 ,0"' ..-- TRUSSES BEND,OREGON 97701 .' ----____ THE SHEAR WALL SCHEDULE(RIMS 2x6 TOP CHORD LET-IN---- FROM TRUSS TO I NAILS FROM TRUSS TO ....1%**0.,•,., ROOF TRUSSES .0,1000. ,..„, •,,,,#' ..._ _____N JOIST CONN TO DOUBLE TOP PL) 2x6 OUTLOOKER BLKG BLK1G %. . i ...,4, l'*-- froelich-engineers.com 1 ..., ....„ JoBti 16-T100 0.162 x 3 1/2" GABLE END TRUSS W/VERTS N,L, S ,...' N.... ..d' : . -.,,„.. I / TOENAILS @ 8" 24"OC MIN PROVIDE 1/2"APA V' 48.OC NAIL „ '''' '.... . *-., SIMPSON HI CLIP W/ 162 x ,,.. ,..., 10C MIN RATED SHEATHING W/0.131 x 2 ''-.....„............ ...AT EACH TRUSS • ;C:\ 15472 \ .\ 1/2"NAILS @ 6"OC EDGES& 1 3 1/2.TO 11-- BUM // 12"00 FIELD PRE MANUF ROOF EDGE NAILING(REF SHEAR CONTINUOUS DOUBLE 0.131 x 2 1/2"@ 6"OC TRUSS @ 24"OC WALL SCHEDULE) 2x TOP PL REF 3/S6.1 4 \ J s ...,' '\ RIDGE BLK'G ,s,..c? .., -4?\/.0 - - ...,,,_ N4* >e . \ x- I WALL SHEATHING ------ . T- 2x STUD WALL STUDS @ 16"OC , \--•(2)0.162 x 3 1/2" I ..40 1,,,.,,,.p v"("04 t•ECT-N.-:1---.s- ,.- 4. •-v Y 5 '19 11, TOENAILS AT \-12/x24.pukt-s0"AOTC Wc/(H2)1(01 c.1K6E2Rx UNLESS NOTED OTHERWISE EDGE NAILING(TYP)-------... r , WALL KICKER LENGTH EXCEEDS 6J-0" 414 it‘V'' WALL SHEATHING REF NOTE: REF ARCH FOR MORE-/ 2x4 BLOCKING AT KICKER W/ , SHEAR WALL SCHEDULE REF ARCH DETAILS FOR ADDITIONAL INFORMATION SIMPSON LU24 EA END TO TRUSS 1 EXPIRES: t,/4.://7 I _ CONSTRUCTION REQUIREMENTS TO 2x4 KICKER @ 48"OC NAIL W/ 2x STUD WALL REF PLAN MAINTAIN REQ'D FIRE RATING. . (5)-0.162 x 31/2"AT TO BLOCKING 10 GIRDER TRUSS CONNECTION TO PARTY WALL 7 GABLE END TRUSS AT DECK 4 ROOF TRUSS RIDGE (--Th ROOF TRUSS CONNECTION TO PERIMETER WALL .V-11%1"- 1.-0" S7.1 Termi.- v-cr S7.1 SCALE: ‘..!.7....1) Tkg;oll'''" • SIMPSON LSTA18 STRAP @ 4'-0"OC „..- '..... ...., ,.... ROOF SHEATHING '....,, • ;;.,..,-,-,....--4", ' '%--. REF PLAN EDGE NAILING(TYP) BID ALTERNATE: NAILING ROOF EDGE ----;% ,,,..,,..., TRUSS MANUF. PROVIDE TRUSSED OVER '''"Ilb‘ ‘-•,, DRAG TRUSS REF PLAN FRAMING @ 24"OC CLIPPED DIRECTLY TO ,..,,,,, ii 2x4 BLKG AT KICKER MAIN ROOF TRUSSES W/SIMPSON VTCR @ 48" 0.131 x 21/2"4 2x BLOCKING(MATCH -- ....„.„.„......................../ W/(4)0.131 x 2 1/2" NAILS (2)0.148 x 3" /SIMPSON A35 @ 24"OC MIN UNO ON NAILS FROM TRUSS TO THE SHEAR,WALL SCHEDULE(RIM JOIST CONN TO DOUBLE TOP PL) OC IN LIEU OF 2x6 OVERFRAMING&POST,&2x FLAT 2x6 OUTLOSa- FLAT©24"OC ROOF SHTH REF PLAN DEPTH OF TRUSS TOP 1/2"NAILS Film < Z 1 BLK'G i \ i i LLI (2)0.148 xl"---‹z:zr 11 . v. X 0.131 x 2 1/2"@ 6"OC 2x6 OVERFRAMING POST I ki •- • r"-"--- \ 111 2 NAILS FROM - • • , DOWN TO FRAMING BELOW r --1 ROOF SHEATHING FROM TRUSS TO NAILS FROM 2x6 KICKER @ 48" TRUSS 2x6 TOP CHORD LET-IN 2x6 BLK'G TRUSS TO 0 E3 -I "--,. I 4.01/4 0.162 x 3 1/2" -.,_ REF PLAN OUTLOOKER .‘• , , , BLK'G W < (Xv) TRUSS REF PLAN 1/2.NAILS AT TOP i TOENAILS @ 8" GABLE END TRUSS W/VERTS(4)24" do Al. 2x4 KICKER Q 48' tY 71 OC MIN -- -Nt.4_ X X OC MIN PROVIDE 1/2"APA RATED-\\N 400/1 SHTG W/0.131 x 2 1/2"NAILS @ 6"OC x 3 lir AT f:t al LLI a ,c, 2x4 @ 4'-0"OC W/ 2x BLKG-ALIGN --...._ i BLOCKING ...., EDGES&12"OC FIELD 1 Ce 8 C) 8 (2)-0.162 x 3 1/2" W/KICKER ,-..._ 11--- , 1-.. NAILS AT EACH --....... ,,...._ SIMPSON LTP4 @ 48" 1 1 1 W LL.I >, CO al 2 KICKER KICKER IF _ _ _ --.... (2)0,162 x 3 z-ROOF SHEATHING REF PLAN OC MIN UNO ON PRE MANUF ROOF ill LENGTH EXCEEDS X X r. I ----•._ 2x CONT FLAT TO RECEIVE SHEAR WALL cHoE ND NU EL Ec r(RI 01 MN SIMPSON A23 TRUSS @ 24"OC Ill ill I - \I- , 6+" CLIP AT EACH - ' MO cl) OZ > Ceo - -.., ....... 1 -'•..---......./.4...f TOENAILS / BRACING/POST DOWN OF j°I SST1 90 DBL TOP PL) 7 KICKER A j SIMPSON LTP4 . MANUF ROOF TRUSS& -",41'- ... ...--• ,- '':''''''':,,,,,,,,,,/--" --4-2A. ../ . \_ --"•••.„ 2x-TYP OVERFRAMING(TYP)W/(2) CEILING LINE i'1 LLI Lu 8 i--- tfc,) 0 HANGER BY OTHERS , --.w.-- ROOF TRUSS --...._ 0.162 x 3 1/2"NAILS AT EA 0 (1) %- 12 @ 24"OC KICKER TO DBL TOP PL TOENAILS AT NAILS FROM --..... > c-5 ci REF PLAN ---s.._ TRUSS 2x4 @ 4%0"OC W/(2)0.162 x 3 W c) w 0.131 x 2 1/2"© - EDGE NAILING(TYP) WALL TRUSS TO ' BALLOON FRAME 1/2"NAILS AT EACH KICKER IF DBL TOP PLAN REF 3/S6.1 k----- BLK'G 'N•••-----01,--. cn 0 < ::167 EDGE NATIR6 END WALL TO KICKER LENGTH EXCEEDS 6-0" < Ct Lu I= co ILI WALL SHEATHING REF '....._ CEILING LINE REF WALL SHEATHING SHEAR WALL SCHEDULE NOTE- -""".- DOUBLE TOP PL 3/87.1 AT VAULTS • REF PLAN REF ARCH DETAILS FOR ADDITIONAL REF 3/S6.1 .... ,._...0___._.._ 2x STUD WALL REF PLAN CONSTRUCTION REQUIREMENTS TO MAINTAIN REQ'D FIRE RATING. --,/,-- PERMIT ISSUE 11 DRAG / GIRDER TRUSS TO SHEAR WALL (-8--"%s TRUSS CONNECTION TO PARTY WALL r--6--- TRUSS OVERFRAMING (---2-''' GABLE END TRUSS CONNECTION TO PERIMETER WALL SCALE: 1"=11-0" - S7.1 SCALE: 1"=V-0" 16-1100 ,. F9 WA g.51"= 1'4)" S7.1 SCALE: 1"=1'-0" S7.1 16-T100 16-T100 --. REV DATE ISSUE TITLE TRUSS MANUF TO DESIGN ALL DG . -'--'"- SIMPSON MSTA36 RA STRAP AT BREAK STRUT TRUSSES FOR THE FOLLOWING: SCISSOR TRUSS 1.SHEAR LOADS AS INDICATED GABLE END TRUSS 2.TRUSS TO COLLECT SHEAR LOADS .--------'-.... .1444111101.9 W/VERTS @ 24"OC AND TRANSFER TO BOTTOM CORD 2x BLKG @ 24"OC THROUGH WEB MEMBERS. • VAULTED (ONE BAY EACH SIDE) 3.TOP AND BOTTOM CORDS TO HAVE VAULTED CEILING CEILING CAPACITY OF TRANSFERRING SHEAR LINE _------:: -------- wiliolOgmer.0,41. -----------____ LINE ROOF SHEATHING REF ROOF EDGE NAILING LOAD THROUGH SPLICES .401011 ___...- - ,.... PROJECT MANAGER: CN PLANS FOR DETAILS-\ 4.EDGE NAIL SHEATHING TO DRAG ---------- -- 111111h4. TRUSS DESIGNER: YS i -...:Z. ------ " -DBL TOP DRAWN BY: CAD-3 PROJECT NO: 16-T100 (2)0.148 x 3"NAILS DRAG TRUSS REF PLAN DATE: 01/12/2017 FROM TRUSS TO _ BLKG PL SCALE: AS SHOWN ..%•-•-...s..N.""--.....,,,,•„..s.„,..,....... /SIMPSON STRAP REF PLAN •, ' ,....`" _ ,....'' ROOF SHEATHING ,•00" C ,....,„•-•"' BEAR ON SHEAR _LI LI I __,_ ___I 7-DBL TOP PL WALL 0.131 x 2 1/2"NAILS @ „,..0" ' ''...'' MANUFACTURED H I il 1 i I !TIT i 6"OC(EDGE NAILING) ,....• -,-- TRUSSES I CLUBHOUSE -0-- 0.162 x 3 1/2" 1.-- 2x SOLID BLOCKING .„,,,,ki R TOE NAILS @ 8" --- ! ,..., OC EQUAL EQUAL ...i' '.--SIMPSON Hi CLIP '# , I_ t / ,' ,--` AT EACH TRUSS SHEET TITLE: 7 ROOF FRAMING / NAILS FROM ._ : (2)0.148 x 3 . LTP4 @ 24" ' 2x BLKG @ 24"OC- OC MIN UNO ON THE TRUSS TO SIMPSON MTS20 --"77--- -\\--SIMPSON (ONE BAY EACH SIDE) TWIST STRAP - ----N-BEAM REF PLAN DETAILS - SHEAR WALL SCHED BLKG (RIM JOIST CONN TO WALL SHEATHING REF---------------4P- \ DOUBLE TOP PL) _..1.___\._ -J'-\._ -0-2x STUD WALL 2x STUDS @ 16" SHEAR WALL SCHEDULE OC POST REF PLAN -SOLE-" PL REF PLAN '-WALL STUDS '\ • REF PLAN SHEET NUMBER: 12 DRAG TRUSS CONNECTION TO SHEAR WALL 9 DRAG TRUSS TO WALL 6 -** ROOF TRUSS CONNECTION TO EXTERIOR BEAM 3 WALL & GABLE TRUSS CONFIGURATION AT VAULTED CEILINGS S7.1 T ..1.4.11 I"- - v-o" s7.) 6-T106 S1SCALE' 1"= 1'-0" 17.1) TNter= v4)" S7.1 Tertif(;)1/2"= 11-0" S7 . I 5-: 4,4.gyet,,1 v::4 ROOF TRUSS CONN TO 00„,' PRE MANUF ROOF ,,,,ity,ivw,_ 0 ..--..1: WALL PER 1/S7.1 #0., ' TRUSSES, SEE PLAN , ' FOR TYPE&SPACING ..:,.- GIRDER/DRAG TRUSS ''*'''''1*;, '. _ Ao PER PLAN ,‹ ,. ',. .4 f i — — — - , : j ,..." FROELICH ......,„: „,..., ENGINEEFiS1 /(X- ( ,.. IP ......„ ,or,„----.' , , ,,,.- MAIN OFFICE: ROOF TRUSS CONN TO , , , ' 6969 SW HAMPTON ST WALL PER 1/57.1 ...,,,-- PORTLAND,OREGON 97223 ,..0' (503)624-7005 f ___4,=' BEND OFFICE: 745 NW MT WASHINGTON DR CONT ROOF OVERFRAMING SUITE#205 --2x6 STUDS @ 16"00 SHEATHING • PER 5/S7.1 BEND,OREGON 97701 ."7..." WITH(2)0.162 x 3 1/2" ..c--. ..c>' • TOENAILS TO BEAM EDGE NAIL untie.%,„.., froelich-engineers.com EDGE NAILING 2x6 CONT BLK'G W/ (0.131 x 2 1/2"@ 2x BLOCKING BETWEEN TRUSSES JOB# 164100 ,,,..:"- 6"00) ,,. ' ' ' W/(2)ROWS 0.148 x 3"NAILS @ 0.162 x 3 1/2"NAILS©6" ,,,-' „..- 12"OC TO GIRDER TRUSS r.:(11..:S‘,.4:1.5r.400C4G711:::It' . ,' , OC TO BEAM „--,..- ...-...'" io,,,,00 Z;‘ ?-1.-.PI---tR,i,--°1•6Z5'‘ -0- X 0 ,,..--- SIMPSON LSTA30©48" '441111Ohlhibk IP 4)/R5 A'ac\v.$77 BOECABMEPTWEREEPNLABNEAM . AND WALL STUDS TRUSS HANGER BY \-- PREMANUFROOF MANUF TRUSSES, SEE PLAN FOR , 1 v ROOF RAFTER AND HANGER REF PLAN I EXPIRES: 12./31/17 j 16 UPPER ROOF TO LOWER ROOF AT STAIR 13 TRUSS TO GIRDER/DRAG TRUSS S7.2 SCALE: 1"= 1'-0" 16-1100 S7. 2 SCALE: 1"=11-0" 16-1100 RIDGE REF 4/7.1 SIMPSON LSTA18 STRAP @ 4'-O"00 TYP , N.„ - ,., ROOF SHEATHING REF PLAN ROOF EDGE ---'' '' N..,N..„ ...'` ,N. NAILING (i) F- .., W CONT SHAPED BLK'G WI W 2 0.162 x 3 VT NAILS @ 6" OC TO BEAM W a. 0 MANUF ROOF—"/ ____ 0 //' TRUSS BY OTHERS k < cc W _.40.01.1 *-.. -,,--A.- (f) > fi''` W fil4 W „ "....GIRDER DRAG CD co IreA U — 0 c) 8 0•01 TRUSS REF PLANr, 00, 1 1 1 ,.,0"' 1.1.1 ›- CO 1" 00, ,00's0 F.° c4 ,,,,,J LI 0 „00 -, Ii0a11 ....j Z CD Oe°"°' Z wow IV - Ct wco 0 < 0 M_ > 0 '63 ci C.0 0 MANUF ROOF TRUSS i,.. ce ....... . < >I -11111111 BEAM PER PLAN SIMPSON LTP4 & W HANGER BY OTHERS r.... co ROOF RAFTER AND DBL TOP PLAN REF 3/S6.1 HANGER REF PLAN • WALL SHEATHING REF PLAN 14 UPPER ROOF TO LOWER ROOF CONNECTION , (-17- UPPER ROOF TO LOWER ROOF AT STAIR S7.2 SCALE: 1"= 1'-0" 16T100 S7.2 SCALE: 1"= 1'-0" - 16-T100 . REV DATE ISSUE TITLE 2x BLK1G W/0.162 x 3 /m NOTE: REF DETAILI/S7.1 FOR BUILT-OUT " GABLE END TRUSS CONNECTION 0.131 x 2 1/2 @ TO PERIMETER WALL. 2x6 OUTLOSSI9 T1/E"NITTRBOEUERS-NSARILOSo@ STEP EOPC FLAT @ 24"OC jrt • PROJECT MANAGER: CN .. . . ., I / -----v:-- I 1 1/2"APA RATED--... DESIGNER: YS PLYWOOD SHEATHING \ DRAG TR]SS OR GIRDER--N.N.NNN DRAWN BY: CAD-3 TRUSS REF PLAN 0.131 x 2 1/2"@ 6"OC PROJECT NO: 16-T100 EDGE NAILING 2x6 BLKG W/(2)0.162 x 0.131 x2 1/2"@ 4"oc--. N. " _ X DATE: 01/12/2017 3 1/2"NAILS AT EACH .p. TO OUTLOOKER , SCALE: AS SHOWN VERT ,,.../ - ..."--GABLE END TRUSS W/ 1 ROOF SHEATHING //' MI j "If.--d'-r - r - i- i-) , n? VERTS @ 24"00 PRE MANUF ROOF FLAT PER PLAN ,,,.,/ A -WC TRUSSES,WITH PARALLEL ' i ' 2x BLOCKING // 1.1111141,44.4%,,,,,,, ,/' TRUSSES BY OTHERS PRE MANUF ROOF CHORDS BY OTHERS , , / 7 1 A ROOF TRUSS -\\ 2x6 BLOCKING© ‘kC' \\\ 2)0.148 x 3"NAILS ,,.. l ' 16 BY OTHERS 48"OC(1)BAY ...._ FROM TRUSS TO BLK'G\ 2x6 DF#2 LEDGER WI(2) CLUBHOUSE ROWS OF 0.162 x 3 1/2" TRUSS MANUF TO SIMPSON H1 AT EACH NAILS @ 6"OC TO 2x BLK'G PROVIDE 2x BLKG ROOF JOIST \ MEMBER FOR SHEET TITLE: ' ROOF STEP • SIMPSON LTP4©24"OC ROOF FRAMING (48"OC AT SIM) DETAILS SHEAR WALL REF PLAN(NO SHEAR WALL AT SIM) SHEET NUMBER: 18 LOWER ROOF TO GABLE END TRUSSROOF STEP' - ' SCALE: 1"= 11-0" 015 SCALE: 1"= l'-0" 16-T100 S7.2 16-T100 S7 II 2 , S7.2 TOTAL UNITS SERVED BY AN ACCESSIBLE PATH&ENTRANCE (PER OSSC 1107,7.1) I ADJUSTED ACCESSIBLE UNIT TYPE'B' PROVIDED ACCESSIBLE UNIT TYPE'A' SUMMARY BIKE PARKING SUMMARY SITE REFERENCE NOTES (SEE FLOORPLANS FOR LOCATIONS/ o a UNIT COUNT TOTAL ACCESSIBLE TYPE B UNITS PROVIDED TOTAL TYPE B 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. BLDG NOTES BLDG UNITS THERE ARE A TOTAL OF 141 APARTMENT UNITS BLDG BIKE PARKING ,:,.s.ali. r BASEMENT FIRST FLOOR UNITS REQUIRED BASEMENT FIRST FLOOR \ // PROVIDED NOTES ON THIS SITE. PER OSSC 1107.6.2.1.1, AT LEAST CUSTOMER COMPARTMENT REACH RANGE MUST BE ,F l A 0 1 1 CLUBHOUSE BUILDING A p 1 `\ / 1 2%OF UNITS ARE REQUIRED TO BE TYPE A. A 0 WITHIN 48"AND 28"AFF. SEE -/--- FOR ADD INFO. i, h� THEREFORE, 3 UNITS(141 X .02)ARE B 4 4 8 B 3 4 7 REQUIRED. WE HAVE DESIGNATED 4 UNITS AS B 16 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL , „ C 2 2 4 C 1 2 / 3 TYPE A. C 6 SERVICE THAT MAILBOXES COMPLY WITH USPS ;#1-.14 ,-. ;r 'r,. D 0 4 ` / 4 LOWER LEVEL ARE GARAGES D 6 REQUIREMENTS. ALL MAILBOXES SHALL BE AF D 0 4 4 BASEMENT LEVEL ARE GARAGES A BLDG TOTAL TYPE A UNITS PROVIDED FLORENCE 1570 165QAF. E p 7 7 BASEMENT LEVEL ARE GARAGES E 0 4 4 LOWER LEVEL ARE GARAGES E 16 F 0 7 N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING BASEMENT FIRST FLOOR F 16 Otak Architects Inc F 0 7 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING 0 0 4 N/A BUILDING IS NOT SERVED BY ACC PATH FROM PARKING G 6 3. SEE SITE DEVELOPMENT SET FOR ADDITIONAL INFO. ! G 0 4 N/A BUILDING IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING H _ _ 1 / 1 LOWER LEVEL IS NOT SERVED BY ACC PATH FROM PARKING A NO BASEMENT 0 H 6 4. SEE CIVIL FOR ADA PARKING INFORMATION H ` } { - 2 2 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING J � _ 3 \ 3 LOWER LEVEL IS NOT SERVED BY ACC PATH FROM PARKING B 0 1 J 16 J �� -` ' 4 4 BASEMENT LEVEL IS NOT SERVED BY ACCESSIBLE PATH FROM PARKING ~TOTAL 23 C 0 1 TOTAL 88 808 SW 3rd Ave, Suite 300 TOTALS 30 D 0 0 LEGEND Portland, OR 97024 Phone 503.287.6825 2596 OF SITE AREA EXCEEDS 1 SLOPS,7596 OF IS LESS L 1046 E a 0 Fax 503.415.2304 TOTAL(ADJUSTED) 30 X.75=23 SLOAE. THEREFORE,A FACTORR OF.73 IS PERMITTEDED IN CALCULATING THE TOTAL COUNT.THIS RESULTS IN 23 TYPE B UNITS BEING REQUIRED. 411041041104111000411 ACCESSIBLE PATH F 0 0 G 0 0 H a 1 River Terrace _______ ____ ______ ______ J 0 1 East-Clubhouse _____ ------- _____ _____ J _- � East Side of SW Roy —� Rogers RD, Tigard, OR TRASH ENCLOSURE _ 41 . SEE TRASH ENCLOSURE - -� - TRASH ENCLOSURE- DRAWING SET l - �— �' ` -. —� � SEE TRASH ENCLOSURE _ DRAWING SET C ll -�� OIL • i- C ...,„,__ IFP j, �f�' � I .;7 , I •i C J � I I....w.r.i.i.„,,,,__ 1 41 r 7,- i I 1 G ��`7.4,1,,A _ i C 42'- 10 1/2" BLDG H 4IT .t �. ►.iNtIL / 1 West Hills PP S C!Mr: C 12 PLEX UPHILL f \10-sc,g) '�N ''. � l c 1 Development �E�E Nps /" ��� f a F , i BLDG 1= ! I - SE�SFOR� ] ' '` C I 21 PLEX .-r� ;. 735 SW 158th Ave., ofir 0 : C I Beaverton, OR 97006 TRASH ENCLOSURE- .- SEE TRASH / • fJ C ENCLOSURE DRAWING / I I r L SET ., 69'-a 114" l // J BLDG D 0 C �� I �• PICNINC i ., I 111'-------', __ BLDG B COVERING , €r liil ri 12 PLEX DOWNHILL 1, , 22 PVEX I C I , , �I , I - f J / tl rw e 7:,:.:{4,-,r,ii �>.€a�.+ -.nit s'T � l.J{ '��; N. 11 C CI • I,`r I, ly jl,t i. , Iiir i r' 1� ��� SEE CIVIL FOR f7. i I , ti s, ADA PARKING \ L.,,i, ,,... 11 I 1 1 yl 1 a r}1�i ±:: € • u I } HJ°�I�Ci �' ` ,` � { r f II DETAILS r -� C LVt 'FI� 1 lt a �:r:i r • €rr} j ,; ... . . , . • i4:,..„4, .Q i I� r �:. p • I l -'�r b, L' ______. '/ ii c I I ' it I. a u I \ ,, . , , , 4 E \\\\, , , C of 4 'Illc,,, . rr 11 l'.. , w I I r, [I 3 4404.4H) c II _,„.....,.. „ BLDGAr lit I,�11 1}r F f �.�l t�{���'' rILr' 11 L I III,, Fp1 IC 1 J:'�. { 11: -.- ..,,,!: Ali il 1 . .] I�/� {� j ',. 111 }i~— i f sIFA -1,4rl.11- U P- C }1" F 1 ; 0• �j c�^ CLUBHOUSE 'i' r�" 4,1 BLDGE C t:i ~���1����� _ ail 21PLEX410I lr y "' �_ i. .i .. �, ___ ,e o JI I BLDG J \ \ s:'ate✓ P17 ( l 22 PLEX ab3 ' .. C I r (' 75'-81 'rl • , '�. MAIL BOXES 1\ , \ .4. •�• '�•,� • SEE 1/A8.05 .. CBLDG C f A 1 CiP , 3720 ,,•\0• . • • C 12 PLEX UPHILL I ' C a BRIAN R.KEENER N. \ s /Y • j 11 \\::\\ \ ��. .,.a.: .0. Ns�_y'�yr4= ; C ' p PORTLA DOF 0 ,OR 11 C k f----: C . 2 \ • '�eiN7C 11 r, • . • . BLD G I C ' C ' 12 PLEX DQWNHIL ch o f ! p +' , I 11 C v ,, \ N� 1, POOL = I J ,a� AREAci (, C Site Reference � ' , 3 NWS .1 C I ~ I i ri \ �.11 .�Js Q rF'I frr? 1;Nr i>•' 11 f -_ 1 I I I i C El `'] \ \ 1/� r-• .. I _� C I I Plan CSI /` \� �'. ��1 r Y• .4-L.:.- .1._&_:,_--: t r 'fir` •�� � ! STT •e I /� 0 / �/ I I .►j I \ ai \ 4 ,- / f ;I I a u I C ...--• \ -- "4"1.0.0 • .4..,PN. ni • \ \ \ 13 ', o _ _ _. /-zio:',.4,-L,...., i , , , . \ '1-1,---- , _ _ _ ---- \ \ \ t.i.„), ,,,, \ . „\ r , ___ C j i _--- L__±. ilt 11 \ ---- --- - --- - - --- - -- - • \ � SEE CIVIL FOR CROSSWALK \ ADA PARKING \ ` DETAILS SITE-2 DEVELOPMENT • \ PACKAGE ` TRASH ENCLOSURE 7 PROPERTY LINE � , 0 SEE TRASHit -I • / �/ SETLOSURE DRAWING # Date Description co co Revisions U \ JANUARY 12, 2017 Date 0 BB, KB, SM Ca \ Designed By \ I, WY,ZD, NM, NE \ \ I II Drawn By Zu" ` IfIi. _ KJ, BB ix \,1 ` Checked By m ) \ E 17857 0 o Project Number 0 -es ✓ AO m a 02 H D Sheet Number U 2 SITE REFERENCE PLAN z °' 15' 30' 60' Copyright 20' © uimimelllim- if this drawing is less than 24"x 36",it has A0.02 SCALE: 1" 30' 0° been reduced. Scale accordingly. UNIT 3.2 OLF 200 CODE LEGEND GENERAL INFORMATION BUILDING "EXITING" - TABLE 1021.2(1) 7 OCC PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 OCCUPANT LOAD EXITS REQUIRED EXITS PROPOSED - a o , 1207 SF -- EMERGENCY EGRESS PATH, MINIMUM PROJECT DESCRIPTION:THREE-STORY, WOOD FRAMED APARTMENT BUILDING WITH 7 LIVING UNITS,4 - -1 ' P _.-.- UNIT 1.2 \ \� WIDTH OF EGRESS PATH IS 3'-0'. - SINGLE CAR GARAGES, OFFICE SPACE AND MULTI-PURPOSE AREA. FIRST FLOOR 90 OCC 2 4 ' ---•f•. :.:. ___ \ PROVIDE 1 FOOTCANDLE LIGHT AT 45' - 6" ,.. 1-:-/,---L-•. .-„. OLF 200 FLOOR LEVEL. DO NOT EXCEED MAX TO `I 3 _ MIN ILLUMINATION UNIFORMITY RATIO OFSECOND FLOOR 20 OCC 1 1 F 1 EXIT PATH I� ' ° 4 OCC PROJECT ADDRESS: East Side of SW Roy Rogers RD, Tigard, OR ,r 40 TO 1.EMERGENCY LIGHTING TO BE THIRD FLOOR 11 OCC 1 1 (TO DOOR) I " 'I 613 SF PROVIDED BY BATTERY BACK-UP I f BUILDING CODES NOTES: M • 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) Otak Architects, Inc j_J - _ , GOMMON PATH OF EMERGENCY IC/ANSI1171 • WINDOWS ARE LOCATED AT EACH l3EDRO0M,5EE WINDOW SCHEDULE,A1.11_-' • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.2. `T EGRESS TRAVEL • MECHANICAL,ELECTRICAL, PLUMBING AND ENERGY CODE . �- `� I �= ▪ EXIT ILLUMINATION&SIGNAGE PER CODE REQUIREMENTS (ELECTRICAL DESIGN BUILD) Ems, , N \, I - ,, 1. ,,-, -r FIRE SPRINKLER CODE-NEPA 13R ,F+ ' ��M t I. ▪ ONE EXIT REQUIRED FOR FIRST, SECOND OR THIRD STORIES WITH A MAXIMUM OF 4 DWELLING UNITS AND IEL , _ , \OfZRI' • ` �w FEC125 FEET MAXIMUM EXIT ACCESS TRAVEL DISTANCE 808 SW 3rd Ave, Suite 300 J FIRE EXTINGUISHER CABINET "CONSTRUCTION" I. `\ \ I WITH FIRE EXTINGUISHER BUILDING DATA Portland, OR 97024 .,'` 11 rA OLE CONSTRUCTION TYPE(S)USED IN BUILDING TYPE V-B BUILDING "FIRE DETECTION AND SUPPRESSION" Phone 503.287.6825 OCCUPANCY LOAD FACTOR 1 �. OCC LD OCCUPANT LOAD V-B ALLOWED PROPOSED PROVIDED REQUIRED PER TYPE/CLASS/AREAS Fax 503.415.2304 J 1 of COVERAGE 41'-2 5/8" FIRE ALARM SYSTEM YES YES Wil. BUILDING HEIGHT(PER OSSC TABLE 503&504.2) 60'-0" OSSC 907.2.9.1 - �.; EXIT SIGN EXCEPTION#2 RiverTerrace ,, . STORIES(PER OSSC TABLE 503 W/504.2) 3 3 / ..... - SMOKE ALARM SYSTEM YES YES-OSSC 907.2.9.2 PER OSSC 907.2.11 East-Clubhouse / 1-HR RATED FIRE PARTITION BUILDING "OCCUPANCY" DATA ! AUTOMATIC SPRINKLER SYSTEM* I YES YES-OSSC 903.2.8 NFPA 13R OCCUPANCY CLASSIFICATION GROUP (S)1 HR RATED FIRE BARRIER (S) R-2-RESIDENTIAL B-BUSINESS STANDPIPE SYSTEM NO NO-OSSC 905.3.1 S-1 -STORAGE A-3-MULTIPURPOSE ROOM/LOBBY I - East Side of SW Roy S-2-GARAGES COMMON AND Rogers RD, Tigard, OR " " CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM VISIBLE ALARMS YES NO-OSSC 907.5.2.3.4 PUBLIC AREAS g g THE TOP OF THE FLOOR/CEILING ASSEMBLY BELOW OCCUPANCY SEPARATION R-2/S-1, R-2/S-2, S-1/S-2 : 1 HOUR CAPABILITY TO TO THE UNDERSIDE OF THE FLOOR OR ROOF OR AUDIBLE ALARMS SUPPORT YES-OSSC 907.5.2 THROUGHOUT DECK ABOVE AND SHALL BE SECURELY ATTACHED BUILDING AREA SUMMARY THERETO. FIRE BARRIERS SHALL BE CONTINUOUS FIRE EXTINGUISHERS YES YES-OSSC 906 NOTED ON PLANS THROUGH CONCEALED SPACES. OCCUPANCY GROUP S-1 S-2 B A-3 R-2 TOTAL LEVEL 03 * EXTERIOR DECKS/BALCONIES AND STORAGE ARE NON-RATED AND SPRINKLED OCCUPANCY - 11 FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF FIRST FLOOR 127 SF 1,059 SF 213 SF 791 SF 932 SF 3,122 SF 3 THE FLOOR CEILING ASSEMBLY BELOW TO THE FIRE- THIRD FLOOR FIRE LIFE SAFETY PLAN RESISTANCE-RATED FLOOR/CEILING OR OCCUPANCY VENTILATION REQUIREMENTS A0.10 SCALE: 1/16"= 1'-0" ROOF/CEILING ASSEMBLY ABOVE,AND SHALL BE SECOND FLOOR 3,386 SF 3,386 SF FLOOR AREA(SF) REQUIRED PROVIDED SECURELY ATTACHED THERETO. THIRD FLOOR 1,820 SF 1,820 SF VENTILATION AREA(SF) VENTILATION AREA(SF) TOTAL 127 SF 1,059 SF 213 SF 791 SF 6,138 SF 8,328 SF UNIT 1.1 UNIT 3.2 UNIT 1.2 ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY Ili 21,261.1 SF (SEE NOTE) LIVING/KITCHEN/DINING ' 429 17.16 38.89 BEDROOM 146 5.84 15 OLF 200 OLF 200 NOTE Oh-Z-2- , West Hills 7 OCC , „ , „ 4 OCC ALLOWABLE AREA PER STORY W/INCREASES:Aa=At+(At x If)+(At x Is) UNIT 2.1 1207 SF 43 - 5 47 - 0 613 SF At=ALLOWABLE AREA PER TABLE 503=7,000 SF EXIT PATH EXIT PATH If= INCREASE DUE TO FRONTAGE_ ((82 ft 1280 ft)-0.25)(26/30)=0.0373 y.k'3 LIVING/KITCHEN/DINING 427 17.08 46.39 Development (TO DOOR) (TO DOOR) Is= INCREASE DUE TO SPRINKLERS = 2 . BEDROOM 128 5.12 15 >♦Q© _ MASTER BEDROOM 181 7.24 15 735 SW 158th Ave., Aa = 7,000 SF+ (7.000 SF x 0.0373 + (7,000 SF x 2) �'� Beaverton, OR 97006 .,--F---.- .- 1-..---.....--,.; - 1-..-- ,.f - - - � 1, _ Aa=7,000 SF+261.1 SF + 14,000 SF UNIT 3.2 -_ .. ..� `. . I �rr_ Aa=21,261.1 SF I i LIVING/KITCHEN/DINING 530 21.2 55 II f . A.� FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS -TABLE 601 MASTER BEDROOM 132 5.28 15 ... ..1 _ BEDROOM#1 168 6.72 15 I /f _. 1 STRUCTURAL BEARING BEARING NONBEARING NONBEARING BEDROOM#2 172 6.88 7.5 II _' � i f FLOORS ROOFS „� - - # FRAME EXTERIOR INTERIOR EXTERIOR INTERIOR 4 , '"' V-B NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NON RATED NOTES: - K ' I i 1. ALL BATHROOMS ARE MECHANICALLY VENTILATED, SEE MECHANICAL DESIGN BUILDING L" 11 ,, C I :E. ti ni ff DRAWINGS. CORRIDOR �w FE FIRE RATING REQUIREMENTS FOR PARTITIONS 2. REQUIRED VENTILATION AREA IS CALCULATED AT 4% OF THE FLOOR AREA. Ai rip Impr �` -r: FIRE WALLS (OSSC 706): N/A ENERGY CODE REQUIREMENTS UNIT 1.1 li I. .I - L_ `\`,... r `L, ! . (t F'. G - OLF 200 FIRE BARRIERS(OSSC 707): REQUIRED PROPOSED .- ll _, , -' '"'' f SHAFTS, EXIT ENCLOSURES, EXIT 1 HR WHERE CONNECTING 3 STORIES OR FEWER --- -- ----- --- - , _; ;;�., - ; I -�..� f 4 OCC PASSAGEWAY, OCUPANCY SEPARATIONS MAXIMUM ALLOWABLE WINDOW AREA 30% 17 r - _' .1. ,... I...�' '7\ - "� . t�--��--"I /''- 622 SF ° f ,- I FIRE BARRIERS(OSSC 707): N/APINCIDENTAL USE AREAS I I VINYL WINDOWS U 5 0.35 U 5 0.35 ~fir f I ___ GT _-:, 1 FIRE PARTITIONS(OSSC 708): 1 HR GLAZING SHGC (ALL TYPES) 00. 0.4 MAX " r' _ ... - J DWELLING UNIT SEPARATION, 45' - 6" rr' FIRE PARTITIONS(OSSC 708):CORRIDORS 1/2 HR EXTERIOR SLIDING PATIO/DECK DOORS U 5 0.35 U 5 0.35 EXIT PATH I I HORIZONTAL ASSEMBLIES(OSSC 420.3,711) 1 HR EXTERIOR DOOR(METAL FRAMING) U 5 0.80 U s 0.80 (TO DOOR) If -...-.., OTHER WALLS INCLUDING WALLS SUPPORTING RATED HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO OPAQUE DOORS U 5 0.70 U 5 0.70 UNIT 2.1 L 40' - 8" BE RATED PER OSSC TABLE 601 &EXCEPTIONS OF OSSC 711.4. OLF 200 EXIT PATH DOORS SHALL HAVE THE FOLLOWING RATINGS: WALLS ABOVE GRADE-WOOD FRAMED R-21 R-21 5 OCG (TO DOOR) • UNIT DOORS&GARAGE DOORS IN CORRIDOR-20 MINUTE DOOR LABEL WALLS BELOW GRADE R-7.5ci R-7.5ci • STAIR DOORS-90 MINUTE DOOR LABEL4 •. "•I 944 SF • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION UNDER FLOOR INSULATION R-30 R-30 MIN' % r • SMOKE GASKETING AT CORRIDORS3720 LEVEL 02 EXTERIOR WALL RATING - TABLE 602 ATTIC CEILING INSULATION R-38 R-38 BRIAN R.FL ENEfi A OCCUPANCY = 20' FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED CONSTRUCTION OCUPANCY GROUP R-2 SLAB FLOOR EDGE INSULATION R-10(2'-0" PERIMETER) R-10 (2'-0"PERIMETER) w $i 2 SECOND FLOOR FIRE LIFE SAFETY PLAN ON FIRE SEPARATION DISTANCE(OSSC TABLE 602): TYPE %0IITLA D,OR A0.10 SCALE: 1/16"= 1'-0" X<5': V-B 1-HR HAZARDOUS MATERIALS 2 QF Q � 5'5X< 10': V-B 1-HR NO HAZARDOUS CHEMICALS AND/OR MATERIALS ARE PRESENT OR HOUSED IN THIS BUILDING. 10'SX<3c3': V-B 0 ACCESSIBILITY Code Summary GARAGE 2 GARAGE 3 GARAGE 4 OFFICE 1 OFFICE 2 30': V13 0 X z - aALL ACCESSIBILITY REQUIREMENTS ARE INTEGRATED RELATED TO THE BUILDING IN GENERAL AND COMMON & F I re Life OLF 200 OLF 200 OLF 200 OLF 100 OLF 100 ELEMENTS AS WELL AS TYPE A AND TYPE B ICC/ANSI -2009 COMPLIANT UNITS IN THE NUMBERS REQUIRED BY - THE OSSC OVER THE SITE.ALL GROUND FLOOR UNITS ARE MINIMUM TYPE B ICC/ANSI ACCESSIBLE DWELLING "' 2 OCC 2 OCC 2 OCC 1 OCC 2 OCC NOTES' UNITS PER OSSC REQUIREMENTS.TWO PERCENT OF THE TOTAL UNITS,THREE MINIMUM,ARE REQUIRED TO BE Safety Plans ill 1. LOAD-BEARING EXTERIOR WALLS SHALL ALSO COMPLY WITH THE FIRE-RESISTAVE RATING TYPE A ICC/ANSI ACCESSIBLE DWELLING UNITS PER SSC. FOUR UNITS ARE PROPOSED TO MEET TYPE A co 310 SF 235 SF 204 SF 91 SF 122 SF REQUIREMENTS OF OSSC TABLE 601. ICC/ANSI ACCESSIBILITY REQUIREMENTS AND ARE LOCATED IN BUILDINGS B, C, H&J. a. REQUIRED PROVIDED CODE PROVISION PLUMBING FIXTURE COUNT REQUIREMENTS �` -_ _ r T T r ROOF CONSTRUCTION CLASS C CLASS C OSSC TABLE 1505.1 R-2: ONE EACH IS REQUIRED AND PROVIDED:WATER CLOSETS, LAVATORIES, BATHTUB OR SHOWER. (1) GARAGE 1 �' I AUTOMATIC CLOTHES WASHER PROVIDED PER UNIT. 'i� : �11; 0tl LOBBY ATTIC DRAFTSTOPS 3,000 SF OR ABOVE SEE ROOF PLAN OSSC 718.4.2 OLF 200 ',` / ` I / OLF 95 NET EVERY TWO EXCEPTION#3 DWELLING UNITS, UNDERGROUND & PADMOUNTED TRANSFORMERS 310 SF v.J_.... ..~N -iT`5 ,091's �'� - -J is 95 OGC WHICHEVER IS ith , • ^ �` � I 259 SF SMALLER SEE CIVIL SITE DEVELOPMENT SET&PGE DRAWINGS FOR UNDERGROUND&PADMOUNTED TRANSFORMERS E q 1 ■ LTi SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND DEFERRED SUBMITTALS -E WATER/ '._I oy4t/ ' MAXIMUM AREA OF EXTERIOR WALL OPENINGS (OSSC TABLE 705,8) a) FIRE SPRINKLER 4 .,.,,�.: --+ ___ _ ,(/4y _ SHEETS o . Plan 0-3' >3'-5' >5'-10' >10' 15' >15'-20' >20'-25' X25-30' � >3a' SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS SEE 2 5 18 17 Check �A FE ,Z ti A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING PACKAGES. # Date Description �i COIRRII)o cn �T ►"` r K - .... `� ----.� UNPROTECTED, NOT NOT 10% 15% 25% 45% 70% NO LIMIT Revisions o f f MULTI-PURPOSE NON SPRINKLED PERMITED PERMITED RADON DETECTION ? � JANUARY 12,2017 r+ 1 �1.; . " Oa' I OLF 95 SEE MECHANICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 1812. o /'" R PROTECTED PERM TED 15% 25% 45% 75% NO LIMIT NO LIMIT NO LIMIT Date i I-... N /I� 36 OCC r - -: -- - -- ' it ` ..:} MI 532 SF CARBON MONOXIDE DETECTION BB, KB, SM NOTE: �, 45' - 611 f e �`y I • THIS BUILDING IS ALLOWED TO HAVE UNLIMITED UNPROTECTED OPENINGS PER EXCEPTION# SEE ELECTRICAL DESIGN BUILDING DRAWINGS FOR DESIGN INFORMATION-PROVIDE PER OSSC 908.7. Designed By v - ALL A ! 2 OF OSSC 705 8 1;WALLS ARE NOT REQUIRED TO BE RATED PER TABLE 601 AND • EXIT PATH t = � _ _""' I EXTERIOR WALLS HAVE A FIRE SEPARATION DISTANCE GREATER THAN 10 FEET. ' ZD (TO DOOR) '" fel Drawn By 4 _.: _I- I Ni " «i' - I I����. 1 KJ, BB Checked By UNIT 2.1 - B _ - 17857 NOTE: Project Number OLF 200 MECH STOR -OFFICES ARE TYPE B OCCUPANCY 0 -CLOSTS ARE TYPE S-1 OCCUPANCY 5 OCC I 64 1 I 63 I -MULTI-PURP SE AND LOBBY ARE TYPE 933 SFA-3 OCCUPANCY (12 14 SF 23 SF a) AO • 1 0 P LEVEL 01 cLi OCCUPANCY = 98 N Sheet iii 1 FIRST FLOOR FIRE LIFE SAFETY PLAN o' $ 16 32 ( Copyright 201r ix.. If this drawing is less than 24"x 36"it has 1 A0.10 SCALE: 1/16"= 1'-0" '11111.161.1"1.1.11J been reduced.Scale accordingly. CC ASSEMBLY NOTES A CLASS C ARCHITECTURAL GRADE COMPOSITION - "�� 1, SEE STRUCTURAL FOR SHEAR WALL LOCATIONS. BRICK VENEER,SEE EXTERIOR ASPHALT ROOFING SHINGLES 0 _ ADD SHEATHING TO ASSEMBLY AS REQUIRED BY 7 ELEVATIONS FOR TYPE ROOF UNDERLAYMENT � " - STRUCTURAL ENGINEER.WHERE A NON-SHEAR /- WALL EXTENDS AND ALIGNS PARALLEL WITH A -``" • 1"MIN AIR SPACE AT BRICKa WOOD DECKING, SHEAR WALL,PROVIDE ADDITIONAL SHEATHING ,X SEE STRUCTURAL •. -` LAYERS TO THE NON-SHEAR WALL TO PROVIDE WEATHER RESISTIVE BARRIER • CONTINUOUS FACE OF FINISH. - ROOF SHEETING,SEE • 5/81 OTYPE'X'GYPSUM SHEATHING STRUCTURAL Inc 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2014 STRUCTURAL 0►tak Architects OREGON STRUCTURAL SPECIALTY CODE SECTION INTERIOR ,- ;/ EXTERIOR R-21 FIBERGLASS BATT INSULATION, 4 PREFABRICATED WOOD 71$. NO INSUL AT GARAGEvi ► 2 x 6 WOOD STUDS,16"OC ROOF TRUSSES,SEEXI 3. LOCATE THERMAL INSULATION ON THE COLD SIDE �- , MAX,SEE STRUCTURAL /111P STRUCTURAL 808 SW 3rd Ave, Suite 300 (IN WINTER)OF DOMESTIC WATER PIPES AS '/° ' 5/8"TYPE'X'GYPSUM BOARD Portland, OR 97024 REQUIRED TO PROTECT PIPES FROM FREEZING. CALCULATIONS OF RATING USING OSSC SECTION 722.6: R- PT WOOD JOISTS,SEE Phone 503.287.6825 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND " 4) ._" - 38FIBINSULATION LASS BATT STRUCTURAL Fax 505.415.2304 FINISHES AS REQUIRED FOR PLUMBING ACCESS 5/8 TYPE X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES PANELS. 2 X 6 FRMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUT MINIMUM RATING FROM INSIDE 60 MINUTES 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5) River Terrace SUPPORT SHELVING,TOWEL BARS,RAILINGS,AND 5/8"'TYPE'X GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES 5/8" 'GYPSUM ALL OTHER WALL-MOUNTED ACCESSORIES AND 2 X 6 FRAMING T 16"OC-PER TABLE 722.6.2(2) 20 MINUTES WALLLBOARBOARD AT CORRIDORS EastClubhouse EQUIPMENT. MINIMUMRATING FROM OUTSIDE 60 MINUTES 6. PROVIDE UL APPROVED THROUGH PENETRATION (+15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) AND MEMBRANE PENETRATION FIRESTOP SYSTEMS EXT WALL - BRICK VENEER - 1-HR RATED ROOF/CEILING - 1/2-HR RATED CORRIDOR FLOOR - NON-RATED - EXTERIOR DECKS AS REQUIRED BY CODE AT ALL ELECTRICAL, 1301 8 4 East Side of SW Roy PLUMBING, AND MECHANICAL PENETRATIONS IN I ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC:NA ASSEMBLY:OSSC 722.6 FIRE:1/2 HR STC:NA ASSEMBLY:NA FIRE:NR STC: NA Rogers RD, Tigard, OR FIRE-RATED ASSEMBLIES,SEE A8.11. &GA WP 8105 9 7, PROVIDE WATER RESISTANT TYPE-X GYP BD AT PREMANUFACTURED BATH TUB AND SHOWER WALLS,SEE 17&18/A8.11. =-4.. TRUSS,BY OTHERS -- FLOOR FINISH PER '•� CLASS C ARCHITECTURAL FINISH SCHEDULE . GRADE COMPOSITION ASPHALT ROOFING ` SHINGLES 1 112"GYPSUM GEMENT "� ROOF UNDERLAYMENT UNDERLAYMENT ' FIBER CEMENT SIDING,SEE - EXTERIOR ELEVATIONS FOR ... ROOF SHEETING,SEE WOOD SHEATHING,SEE STRUCTURAL 1 TYPES AND COLOR - STRUCTURAL RAINSCREEN DRAINAGE SYSTEM :.,' . ,`z...._.. .. • OVER WEATHER RESISTIVE BARRIER z MINIMUM 1/2" WEATHER RESISTIVE BARRIER __ GYPSUM BOARD WOOD SHEATHING,SEE STRUCTURAL - WOOD JOISTS,SEE STRUCTURAL 5/8"TYPE'X'GYPSUM SHEATHING s;,� ._,. 1 :.�. . :- . :; t. West Hills EXTERIOR R-21 FIBERGLASS BATT INSULATION 2 LAYERS 5/8"TYPE'X 2x4 WOOD STUDS,16"OC MAX INTERIOR 1 2 x 6 WOOD STUDS,16"OC GYPSUM BOARD Development UNO,SEE STRUCTURAL MAX,SEE STRUCTURAL -''_ I! 5/8"TYPE'X'GYPSUM BOARD 735 SW 158th Ave., CALCULATIONS OF RATING USING OSSC SECTION 722.6: f' . : .. �. . . ,. : ._ r Beaverton, OR 97006 5/8"TYPE'X'GYPSUM BOARD-PER TABLE 722.6.2(1) 40 MINUTES 2 X 6 FRAMING AT 16"OC-PER TABLE 722.6.2(2) 20 MINUTES / (1)LAYER 5/8"TYPE'X' MINIMUM RATING FROM INSIDE 6 MINUTES CALCULATION OF RATING USING OSSC SECTION 722.6: GYPSUM BOARD (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) 2 LAYERS 5/8"TYPE,x, ' / 5/8"TYPE'X GYPSUM SHEATHING-PER TABLE 722.6.2(1) 40 MINUTES GYPSUM BOARD (2)LAYERS 5/8"TYPE'X GYPSUM BOARD- 80 MINUTES ,- ., RESILIENT CHANNELS AT 24"OC 2X WOOD FLOOR FRAMING AT 16"OC MAX- 10 MINUTES 2 X 6 FRAMING AT 16 QC-PER TABLE 722.6.2(2) 20 MINUTES MINIMUM RATING;FROM BOTTOM 90 MINUTES - 4Ib MINIMUM RATING FROM OUTSIDE 60 MINUTES 31/2"UNFACED FIBERGLASS (+ 15 MINUTES WHEN INSULATION-PER TABLE 722.6.2(5)) 25B 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS • 40 - BATT INSULATION IN OPPOSITE EXT WALL - FIBER CEMENT - 1-HR RATED ROOF/CEILING TRUSS - 1-HR RATED - STAIR FLOOR/CEILING - 1 HOUR RATED - CORRIDOR l. STUD WALL CAVITY FROM 12P 7 3 INTERIOR WALL - FURRING - � ' ADWQOD SHEATHING ASSEMBLY:OSSC SECTION 722.6 FIRE: 1-HR STC:NA ASSEMBLY:GA RC-2602 FIRE: 1-HR STC:NA ASSEMBLY:OSSC 722.6 FIRE:1-HR STC:.NA Pli - -4) WOOD SHEATHING,SEE &GAWP 8106 AMERICAN WOOD COUNCIL'S DESIGN FOR CODE ASSEMBLY:NA FIRE:NA STC:NA ♦ STRUCTURAL FIBER CEMENT SIDING,SEEFLOOR FINISH PER FINISH SCHEDULE '+ = EXTERIOR ELEVATIONS FOR ACCEPTANCE MANUAL-GENERIC ASSEMBLY: TYPESR AND COLOR ATTACH 1/2"MIN TYPE'X'GYPSUM BOARD BASE ♦ LAYER TO RESILIENT CHANNEL WITH 1 1/4"TYPE S 1 1/4"GYPSUM CEMENT _ 41 2x6 WOOD STUDS, 16"OC I • ♦ : MAX UNO,SEE STRUCTURAL RAINSCREEN DRAINAGE SYSTEM SCREWS AT 12"0/C. FACE LAYER 1/2"MIN TYPE UNDERLAYMENT AT CARPET AND 1" -41. OVER WEATHER RESISTIVE WOOD RISER,SEE 'X'GYPSUM BOARD ATTACHED USING 1 5/8"TYPE S AT SHEET VINYL BARRIER STRUCTURAL SCREWS AT 12 0/C. EDGE JOINTS OF FACE LAYER 1/4"ACOUSTICAL SOUND MAT 5/8"TYPE'X'GYPSUM BOARD OFFSET 24"FROM BASE LAYER. ADDITIONALLY UNDERLAYMENT AT SHEET VINYL ONLY �.--,,M----' / WEATHER RESISTIVE BARRIER WOOD TREAD,SEE 1/2"MIN TYPE'X'GYPSUM BOARD FACE LAYER WOOD SHEATHING,SEE STRUCTURAL is I ""` STRUCTURAL ATTACHED TO 1/2"MIN TYPE'X'GYPSUM BOARD •.0 WOOD SHEATHING,SEE BASE LAYER WITH 1 1/2"TYPE G SCREWS AT 8" WOOD I-JOISTS,SEE STRUCTURAL STRUCTURAL J O/G,PLACED 1 1i2"FROM FACE LAYER END g MINIMUM 1/2"GYPSUM BOARD $ JOINTS.FACE LAYER JOINTS COVERED WITH TAPE R-38 BATT INSULATION AT SECOND R-21 FIBERGLASS BATT Il CARPET&PAD AND COATED WITH JOINT COMPOUND.SCREW FLOORS BETWEEN GARAGES AND UNITS GARAGE < ) UNITINSULATION(OMIT AT GARAGE) HEADS COVERED WITH JOINT COMPOUND AND AT EXTERIOR BAYS ONLY-NO 31/2 BATT INSULATION AT THESE LOCATIONS 2 X 4 WOOD STUDS,16"OC GARAGE �( ) GARAGE �.;3, -----"`"—�- 2MAX UNO,SEE pR, 16"00 STRINGERS-UCTURAL STRUCTURAL -- / . r 31/2"UNFACED FIBERGLASS BATT MAX UNO OTHERWISE CORRIDOR ' ) GARAGE c _ INSULATION(BETWEEN UNITS ONLY) a * ',rye MINIMUM 5/8"GYP BD SUPPORTED ON RESILIENT CHANNELS r: CORRIDOR < ) UNIT —~ RESILIENT CHANNELS 16"OC MAX AT 24" 372Q t OC JOISTS AND 24"OC AT 16"OG JOISTS �' ATTACHED TO JOISTS WITH 1 1/4" BRIAN •FTER INTERIOR EXTERIOR NOTE:SEE ASSEMBLY 10 FOR STONE ���,�,���`��r,�j��♦�����♦- �r,•,♦`rfr DRYWALL)LAYERS M N MUM 1/2 TYPE'X'GYPSUM I ' $ /7 • WAINSCOT. SEE ELEVATIONS FOR 21 PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT INSULATION LOCATION&HEIGHT. ,r'�� PtIRTLAR QR . MINIMUM 112"GYPSUM BOARD.AT EXTERIOR BAYS USE MINIMUIv • BOARD,OMIT AT 1/2"TYPE'X'GYPSUM SHEATHING •r g NO INSULATION(AT GARAGE) • CONCEALED SPACES INSTEAD FOR ALL LAYERS,SEE TYPE 2C OF 0 21 CI OMIT BATT INSULATION AND RESILIENT CHANNELS-USE GA FILE WP 3510 'l 1 BELOW FOR ADDITIONAL INFO `� t (SEE ASSEMBLY#23A FOR EXACT CONSTRUCTION INFORMATION) R-38 FIBERGLASS BATT INSULATION AT EXTERIOR BAY LOCATIONS AND 5/8"TYPE PROVIDE R-21 BATT INSULATION IN LIEU OF 3"FIBERGLASS BATT 11 OMIT SIDING&WRB AT INSIDE OF FIRE/WATER ROOM 2C SOFFIT PANEL OUTER LAYER WITH 1 X 3 FIBER CEMENTUBATTS ATT SEAMS EDGES. 'X GYPSUM SHEATHING INSTEAD OF 5/8"'TYPE'X' &FIBER CEMENT Construction 0 I21B INSULATION&OMIT RESILIENT CHANNELS(USE GA FILE WP 3510-SEE rd 246 Assemblies I I��I�rS 2 X 6 STUDS IN LIEU OF 2 X 4 STUDS ASSEMBLY#23A FOR EXACT CONSTRUCTION INFORMATION) 11B OMIT INSULATION • 2B R-38 FIBERGLASS BATT INSULATION AT GARAGE CEILINGS. INTERIOR WALL - NON-RATED INTERIOR WALL - 1-HR RATEDEXT WALL - FIBER CEMENT - NON-RATED STAIR - NON-RATED • FLOOR/CEILING - 1 HOUR RATED - UNITS 24t. 21P 111Q 6 2A %• - ASSEMBLY:NA FIRE:NR SIC:NA ASSEMBLY:GA FILE WP 3243 FIRE:1-HR STC:50 I ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:WIJ-1.7 AMERICAN FIRE: 1-HR STC:63-65 ICC:51 • o „8” FOREST AND PAPER n' •` •` 5/8"TYPE'X GYPSUM BOARD ASSOCIATION,INC CLASS C ARCHITECTURAL GRADE COMPOSITION „"1" 31/2"UNFACED FIBERGLASS ASPHALT ROOFING SHINGLES BATT INSULATION IN OPPOSITE FLOOR FINISH PER STUD WALL CAVITY FROM ROOF UNDERLAYMENT I WOOD SHEATHING BRICK VENEER OR EXTERIOR FINISH SCHEDULE MANUFACTURED STONE �- CONCRETE SLAB(4"MIN) WOOD SHEATHING,SEE STRUCTURAL VENEER,SEE EXTERIOR X X WITH REINFORCING,SEE SECOND LAYER WOOD SHEATHING ELEVATIONS FOR TYPE - - STRUCTURAL WHEN OCCURS,SEE STRUCTURAL ROOF SHEETING, EE " `�I " % 00 SH ETI G,S __ 2 X 4 WOOD STUDS, 16 OC MAX, 1"MEN AIR SPACE AT BRICK, — ' �" GEOTECM LAYER PER �, �-- - 2 X 4 WOOD STUDS, 16"OC + STRUCTURAL / 2 05.18,17 Plan Check Responses `� MAX UNO OTHERWISE SEE STRUCTURAL MORTAR AND WATERWAY 11MM a. 4• 10-MIL VAPOR RETARDING • " //F' RAINSCREEN DRAINAGE MAT _ Q '' .--'^ 8 AT(1)LAYER SHEATHING "',..: ,., - ' _ MEMBRANE # Date Description � " 8112"AT 2 LAYERS SHEATHING SYSTEM AT STONE PREFABRICATED WOOD .. ......:................„_.•.;-., ,���'� � to 5l8 TYPE'X'GYPSUM BOARD I ( ) -�*- ,�'f ROOF TRUSSES,SEE ' :•��}'grii`At •4�}•,n rtis7: i'i+• 'j; ti"-: 5� COMPACTED FILL PER Revisions p .« WEATHER RESISTIVE STRUCTURAL , = i ;%�' �f"+i�,,'-!•�., thastoti' •-te':1 $i��+ GEOTECH (34/ 1"AT(1)LAYER SHEATHING BARRIER ;ir4Pii}t `t IN 4,,s}t ! ,.(ttw� 44„,,,�:! ,,,, ' 1 1/2"AT(2)LAYERS SHEATHING iS�Ni1:.4 -� 1• ' r. !nT.k .rk. .:tirk.si-eir- a- R-15 RIGID FOAM Y 12,2017 • WOOD SHEATHING,SEE ;-----i ; s---= —� + -- — I----{ , ; -- INSULATION - WIDE Date S' STRUCTURAL R-38 FIBERGLASS BATT I I'" '-III"--" -I ' ' --_-1 I !._-----'I 11----1 --.._ UNDER EXTERIOR SLAB --': I GYPSUM ASSOCIATION FIRE INSULATION w ,-" : ; I----I I i--- 1-----1 EDGE PERIMETER BB KB SM U • I RESISTANCE DESIGN MANUAL- R-21 BATT INSULATION _ v ff \-..._.. ' '. GENERIC ASSEMBLY: - 2 x 6 WOOD STUDS,16"OG Designed By LO °! I ONE LAYER 5/8"TYPE'X GYPSUM _ MAX UNO,SEE STRUCTURAL UNIT UNIT WALLBOARD APPLIED PARALLEL OR NOTE: WY,ZD • 1/2"GYP BOARD AT UNIT PROVIDE R-15 RIGID FOAM i-- AT RIGHT ANGLES TO EACH SIDE OF , MINIMUM 5/8"GYP BD Drawn By *"1 1/2 _ DOUBLE ROW OF 2 X 4 WOOD STUDS INTERIOR, INSULATION AT FACE OF • FIBER CEMENT PANEL AT EXTERIOR CONCRETE KJ,BB 16"O.C.ON SEPARATE PLATES 1" ` ca APART WITH 6D COATED NAILS, die-- EXTERIOR LOCATIONS WITH FOUNDATION FOR A WIDTH Checked 1 7/8"LONG,0.0915"SHANK, 1/4" f 1 X 3 FIBER CEMENT BATTS OF 24"MINIMUM. By *8112" HEADS,7"O.C.JOINTS STAGGERED INTERIOR EXTERIOR AT SEAMS&EDGES 17857 16"ON OPPOSITE SIDES.HORIZONTAL Project Number (LOAD-BEARING)NG 10B AT MID-HEIGHT. OMIT INSULATION(@ GARAGE) FCP IN LIEU OF 1/2"GYP BOARD AT EXTERIOR 1 B NO INSULATION AND 4"MINIMUM CONCRETE STAB ON COMPACTED FILL c 23B 2 X 6 STUDS N LIEU OF 2 X 4 STUDS ( ) 10B 5B OMIT INSULATION, ONLY AT UNIT PATIOS 23� INTERIOR WALL - 1-HR RATED 201 FIRE PARTITION - 1-HR RATED 10 EXT WALL - BRICK - NON-RATED 5A' ROOF/CEILING - NON- RATED UNITS 1A SLAB ON GRADE - NON-RATED Al • 01 _ cj ASSEMBLY:GA FILE WP 3510 FIRE:1-HR STC:NA ASSEMBLY:GAWP 3370 FIRE: 1-HR STC:54-55 ASSEMBLY:NA FIRE:NA STC:NA ASSEMBLY:NA FIRE:NR STC:NA ASSEMBLY:NA FIRE:NR STC:NA Sheet Number ci NBC-W13c Copyright 2016 0 ii NRC-TL-93-265 if this drawing is less than 24"x 36",if has _ , been reduced.Scale accordingly. • DOOR SCHEDULE ROOM FINISH SCHEDULEI - OPENING DOOR FRAME 1 ROOM NAME I FLOOR FINISH I MATERIAL ' BASE FINISH/MATERIAL I WALL.FINISH/MATERIAL I CEILING FINISH/MATERIAL I COMMENTS � .: -4. ter: DOOR NO. LOCATION TYPE WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH HARDWARE FIRE RATING COMMENTS ';::,-4,-_,A*:..- , - Al BUILDING ENTRY C 3'-0" 8'-0" STEEL PRE-PR I STEEL PAINT 1 - TEMPERED GLASS BUILDING P = - A2 MULTI-PURPOSE/LOBBY ENTRY E 6'-0" 7'-0" STEEL PRE-PR 'STEEL PAINT 10 - ../^1e,,,,,,,TE ERED GLASS CORRIDOR CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD -•• 101 ` A3 FIRE SPRINKLER/WATER B 6'-0" 6'-8" STEEL PRE-PR STEEL PAINT 5 _f �'- \--( v...., Y •„•• GARAGE CONCRETE WOOD-PAINT GYPSUM BOARD GYPSUM BOARD # : - -- - A4 GARAGE ENTRY A 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 3 „_45 MIN. ,, SELF CLOSING f2 } ' LOBBY CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A5 CORRIDOR A 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 7 10 IAI . SELF CLOSING I STAIR CARPET#1 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A6 RESTROOM A 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 11 - ``" ."- ..i-^-"' ' STORAGE CONCRETE OR UNFINISHED PAINT GYPSUM BOARD GYPSUM BOARD Otak Architects, Inc A7 OFFICE • D 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 9 - TEMPERED GLASS _ WATER CONCRETE - GYPSUM BOARD GYPSUM BOARD A9 CLOSET B 5'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 12 -W ,�,,,r�"'�``'`Y ` f 1 Th re..., OFFICE 1 CARPET#2 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD A10 STAIR A 3'-0" 7'-0" SC-PHB PRE-PR MDF PAINT 2 60 MIN POOR ON MAGNETIC HOLD OPE ,SELF CLOSING OFFICE 2 CARPET#2 MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD ( All GARAGE I 8'-0" 7'-0" MFR MFR MER MFR 6 - 2 �2 MECHANICAL ROOM CONCRETE OR UNFINISHED MDF#1 -PAINT GYPSUM BOARD GYPSUM BOARD 808 SW3rd Ave, Suite 300 B1 UNIT ENTRY A 3'-0" 6'-8" SC-PHB PRE-PR CMDF PAINT 20 MIN SELF CLOSING,) -1 RESTROOM 1 TILE COVE TILE M.R.GYPSUM BOARD GYPSUM BOARD Portland, OR 97024 B2 PATIO/DECK C 3'-0" 8'-0" STEEL PRE-PR I STEEL PAINT 8 - -'EMI;EREb GTASS RESTROOM 2 TILE COVE TILE M.R.GYPSUM BOARD GYPSUM BOARD Phone 503287.6825 Cl BEDROOM/BATHROOM A 3'-0" 6'-8" HC-PHB PRE-PR MDF PAINT 11 - Fax 503.415.2304 C2 CLOSET H 5'-0" 6'-8" SC-PHB PRE-PR MDF PAINT 15 - UNITS C3 CLOSET A 5'-0" 6'-8" HC-PHB PRE-PR GYPSUM BOARD PAINT 14 - I BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS ©pTerraceD1 CLOSET A 3'-0" 6'-8" HGPHB PRE-PR MDF PAINT 11 - 'BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD Rlve D2 CLOSET A 2'-0" 6'-8" HC-PHB PRE-PR MDF PAINT 11 - CLOSET CARPET#2 OR SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH 03 MULTI-PURPOSE/LOBBY ENTRY H 3'-0" 6'-8" HC-PHB PRE-PR MDF PAINT - I DINING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD East-Clubhouse D4 CLOSET G 5'-0" 6'-8" HC-PHB PRE-PR GYPSUM BOARD PAINT 14 - I ENTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D5 CLOSET H 5'-0" 6'-8" HC-PHB PRE-PR GYPSUM BOARD PAINT 15 - I HALL CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD D6 UNIT ENTRY H 4'-0" 6'-8" SC-PHB PRE-PR I MDF PAINT 15 20 MIN I KITCHEN SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD LAUNDRY SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD East Side of SW Roy LIVING CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD Rogers RD, Tigard, OR LINEN CARPET#2 OR SHEET VINY#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD SEE PLAN FOR EXACT FLOOR FINISH SCHEDULE ABBREVIATIONS MASTER BATH SHEET VINYL#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD WATER RESISTANT GYP BD AT SHOWER/TUB WALLS MASTER CLOSET CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD HGPHB HOLLOW CORE PRIMED HARDBOARD MASTER BEDROOM CARPET#2 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD GYP BD GYPSUM BOARD MDF MEDIUM DENSITY FIBERBOARD PANTRY SHEET VINYL#1 MDF#2-PAINT GYPSUM BOARD GYPSUM BOARD MFR MANUFACTURER STORAGE CONCRETE OR UNFINISHED PAINT ORIENTED STRAND BOARD GYPSUM BOARD PRE-FIN PREFINISHED PRE-BR PREPRIMED SC-PHB SOLID CORE PRIMED HARDBOARD DOOR TYPES . / / / --- - West Hills - Development / _'� _ \ WINDOW SCHEDULE 735 SW 158th Ave., ti' \' / \ /..._,� .^ / 2'-6" Beaverton, OR 97006 \ \ / ' ' i`' . •\ `. \ 61a \ ` (Th ir 2Pr . -.1' 2I^I I 1 \ \/ \ \ --- �t-a c-- a► r-- ,---4 -_r iS_ A.FLUSH SWING B.FLUSH DOUBLE SWING C.SWING,SINGLE D.FULL LITE SWING E.FRENCH DOOR : GLASS to `. c I is Eo A A . Li A o iso oy to I �- °° ,v_.. „,... ...j /\ \ CD 0 0 0 Q zo / / \ \ FINISHED FLOOR /= J \ \ • - > (--- \ \ / / 1.VINYL SINGLE HUNG 2.VINYL SINGLE HUNG 3.VINYL SINGLE HUNG 4.VINYL FIXED MULLED OVER SINGLE HUNG \ \ / / V / Q INDICATES TEMPERED GLAZING G.FLUSH BYPASS H.DOUBLE BI-FOLD I.OVERHEAD GARAGE DOOR • 3'-0" y ,, 2'-6" y P' •1 1 1 H � II.... ........ . �,,�_ ! 1 F . 3120 ' " BRU . �, , NOTE:SEE ELEVATIONS S , HARDWARE GROUPS FOR SILL HEIGHT AT i'D ' ' STAIR WINDOW(AT PORTLATER OR I I STAIR LOWER WINDOW ro to TO BEMADE WITH #� tt a GROUP 1: DOOR Al (BUILDING ENTRANCES-NO PANIC) GROUP 6: DOORS All (OVERHEAD GARAGE DOORS) GROUP 12:A9(MULTIPURPOSE ROOM CLOSET) INOPERABLE SASHES) O + U v 3 HINGES CAL-ROYAL BB5200-32D NRP 4-1/2"X 4-1/2" HARDWARE BY OVERHEAD DOOR MANUFACTURER 6 HINGES HAGER 1741 US26D FINISHED FLOOR Schedules pper�++ o / LOCKSET K2 *QCL170E 626(LEVER) 1 LATCH KWIKSET 730 TNL(LEVER) 14 "r' VChe al�.i�7 �_' 1 CLOSER CAL-ROYAL CC441 GROUP 7: DOOR A5.B1 (UNIT ENTRY/CORRIDOR-20 MINUTE) 1 LOCKSET K2/STANLEY QCL130 n 1 CLOSER ARM CAL-ROYAL CR0077 SPRING 1 STOP CAL-ROYAL JRS34 N 5.VINYL FIXED 6.VINYL FIXED 1 WEATHERSTRIPPING PEMKO PK33D 3 SPRING HINGES CAL-ROYAL NEWSH140-26D;4-1/2"X 4-1/2" 3 SILENCERS TRIMCO 1229B 0 1 STOP CAL-ROYAL CFS2O 1 LOCKSET K2 QCI230E 626(LEVER) Lo 1 THRESHOLD PEMKO 271A 1 VIEWER CAL-ROYAL ULDV 200 US26D ui 1 DOOR SWEEP PEMKO 216AV 1 PETING PEMKOPK33D WINDOW SCHEDULE NOTES l STOP CAL-ROYAL JRS34 GROUP 13: om "COORDINATE WITH ELECTRICAL SECURITY CARD READER SYSTEM NEEDING 24 VOLTS ii AT LOCATIONS CARD READER ACCESS NEEDED NOT USED GROUP 8: DOOR B2 (UNIT DECK/PATIO ENTRY) 1. SEE BUILDING CODE SUMMARY FOR MAXIMUM ALLOWABLE U- FACTOR AND SOLAR HEAT GAIN COEFFICIENT FOR WINDOWS. GROUP 2:DOOR A10 (STAT-� INUTE) 3 HINGES CAL-ROYAL TBHRC44 4"X 4" GROUP 14: DOOR D4 (UNIT CLOSET-BYPASS) 2. AIR INFILTRATION RATE FOR WINDOWS SHALL NOT EXCEED 0.30 1 LOCKSET K2 QTL250E 626(LEVER) CFM/SQ FT AS DETERMINED IN ACCORDANCE WITH AAMA/WDMA/CSA 3 HINGES AL-ROYAL BB31-26D;4-1/2"X 4-1/2" 1 WEATHERSTRIPPING PEMKO PK33D 1 BYPASS DOOR TRACK STANLEY BPD60-00-60 10l/I.S.2/A440 OR NFRC 400 BY AN ACCREDITED,INDEPENDENT 1 LOCKSET K2 QCL230E 626(LEVER) 1 STOP CAL-ROYAL JRS34 2 PULLS STANLEY 4485 US26D LABORATORY,AND LABELED AND CERTIFIED BY THE 1 CLOSER CAL-ROYAL 900PBF ALUM 1 THRESHOLD PEMKO 271A MANUFACTURER. 1 MAGNETIC HOLD OPEN CAL-ROYAL MDHR-1 1 DOOR SWEEP PEMKO 216AV 3. ALL BEDROOM WINDOWS SHALL MEET FIRE ESCAPE AND RESCUE 1 GASKET PEMKO PK33D GROUP 15: DOOR 05.06 (OFFICE CLOSET,CLOSET/LAUNDRY-BIFOLD) OPENING REQUIREMENTS OF OSSC SECTION 1029. 1 STOP CAL-ROYAL WB26 4. PROVIDE TEMPERED GLASS IN WINDOWS REQUIRED BY OSSC 2406.4 t GROUP 9:DOOR A7(OFFICES) 1 BI-FOLD DOOR TRACK STANLEY BF30-00-60 W/METAL PIVOTS 2 05.18.17 Plan Check Responses 2 PULL STANLEY 4485 US26D .s GROUP 3:DOOR A4 (GARAGE ENTRA INUTE) 3 HINGES CAL-ROYAL TBHRC 4"X 4" 1 05.17.17 Project Coordination 1 LOCKSET K2 QTL250E 626(LEVER) OSH # Date Description N 3 SPRING HINGES CAL DOOR NOTES E • AL NEWSH140-26D;4-1/2"X 4-1/2" 1 CLOSER CAL-ROYAL 900PBR ALUM Revisions 1 LOCKSET .K2 QCL270E 626(LEVER) 1 STOP CAL-ROYAL JRS34 o 1 GASKET PEMKO PK330 1. ALL DOORS SHALL HAVE LEVER HARDWARE. JANUARY 12,2017 1 STOP CAL-ROYAL WB26 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE PROTECTED IN ACCORDANCE WITH OSSC SECTIONS 716.5.3.1 AND 716.5.7.3. 3 1 THRESHOLD PEMKO 271A GROUP 10: DOOR A2(MULTIPURPOSE ROOM/LOBBY) 3. FIRE DOOR ASSEMBLYS SHALL BE LABELED BY AN APPROVED AGENCY.THE LABELS SHALLCOMPLY WITH NFPA 80 AND SHALL BE Date 1 DOOR SWEEP PEMKO 216AV PERMANENTLY AFFIXED TO THE DOOR.LABELS SHALL NOT BE COVERED, REMOVED OR TAMPERED WITH. 6 HINGE CAL ROYAL 88314.5 X 4.5 4. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OFA KEY OR SPECIAL KNOWLEDGE OR BB,KB,SM U 1 LOCKSET K2/STANLEY QCL130 EFFORT, Designed By GROUP 4: 1 DEADBOLT K2/STANLEY QDB180 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. $ 2 FLUSHBOLT 790F 6. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO AN WY,NE b NOT USED 2 CLOSER CAL ROYAL 900PBF OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. HLc' 1 THRESHOLD HAGER 480S 7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR SHALL MOVE TO THE CLOSED Drawn By a� 2 SWEEPS HAGER 790S POSITION IN 1.5 SECONDS MINIMUM. GROUP 5:DOOR A3 (FIRE SPRINKLER/WATER ROOM) 1 ASTRAGAL STANLEY N184-390 8. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE AUTHORITY HAVING JURISDICTION. KJ, BB f 21 GASKET PEMKO PK33D 9. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(222 N). Checked By 3 HINGES CAL-ROYAL BB31-32D;4-1/2"X 4-1/2" 10. SLIDING OR FOLDING DOORS OTHER THAN FIRE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5.0 LBS(22.2 N). E 1 LOCKSET K2 QCL170E 626(LEVER) 11. WHERE PROVIDED,THRESHOLDS AT DOORWAYS SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN 17857 1 WEATHERSTRIPPING PEMKO PK AD GROUP 11: DOORS A6.Cl.D1, D2.D3(UNIT BEDROOM,BATHROOM,CLOSET,RESTROOM) HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. I THRESHOLD PEMKO 271A 12. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR HEAD DETAIL. Project Number m1 DOOR SWEEP PEMKO 216AV 3 HINGES HAGER 1741 US26D 13. SEE 2/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. 3 1 LATCH KWIKSET 730 TNL(LEVER)or 14. SEE 3/A8.11 FOR TYPICAL INTERIOR BYPASS DOOR HEAD DETAIL. B LATCH KWIKSET 730 H(KNOB) S 1 STOP CAL-ROYAL JRS34 Al ■ P. 3 SILENCERS TRIMCO 1229B ✓ Sheet Number B Copyright 2016 0 iz If this drawing Is less than 24"x 36;it has been reduced.Scale accordingly. Ct FLOOR PLAN NOTES 0 a . 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. r` . „. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTION$EE SHEET A1.01. Otak Architects, Inc 4. ALL FIRST FLOOR UNITS ARE TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT TYPES. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97024 DIMENSIONS, TYPICAL NOTES,AND WALL Phone 503.287.6825 ASSEMBLIES. Fax 503.415.2304 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL River Terrace DUCTS AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SHALL RUN UNDER 1-HR East-Clubhouse FLOOR/CEILING ASSEMBLY. A A3.01 4gh � 8. MAINTAIN WALL AND FLOORICEILING ASSEMBLY GO RATING AT ALL TUB/SHOWERS, East Side of SW Roy 1 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE 81'-9" AND FOR DOOR AND WINDOW TYPES AND Rogers RD, Tigard, OR SCHEDULES. 2'-6 112"� ' 13'-3" 25'-6" 7'-0" 21' 6 112" 11'-5 1/2" r3'-0", 10. SEE DETAIL 10 ON SHEET A8,11 FOR WALL INTERSECTION DETAILS AT 1-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN WV )111' A4.13 • ON PLANS.WARP CONCRETE AT WALLS AND COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% 1' -5114" 2'-2314" 1'-911 " 2'- 1114" MAXIMUM SLOPE. 3 -9314-- 3'-2114" 1'-3314" 3112" --1'- ) 114" 31/2" � 0" " " - - 12. SEE 15/A8.11 FOR FIRE EXTINGUISHER CABINET :� 8'- 0" 1., - ! 4y 8 -0" / 8 - . r -0"L r o, 8 -0" '�3 -a+ 0'., � -0• , a 7� DETAIL. COORDINATE LOCATION WITH FIRE r MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 1/8"11'-0" - _ - - ! - _, EXTINGUISHER WITH 10 POUND NOMINALAPACITY DS. SLOPE, TYP _ - _ _-DS r pS % AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL .- ��� _ _ _ _ _ ... ._. _ _ _�, SDS 10 DS o , : _ ._I_ -. _ _ _. _. _ _ al 10 �� in IN MANUFACTURER'S STANDARD ENAMELED ° DS iI I I .. - _a. 0 O DS �' CONTAINER West Hills All Al - I 1pI ,._ ,�_...,....,. _ - �� a�, - - 4 J� 1 A' 1 N Al O O I q 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE Development DS 1 1 - '� MECHANICAL DESIGNBUILDING DRAWINGS. 4t A 1 I x I I x I .� I 2 �� z 1 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 735 SW 158th Ave., 1 N 1 i / N 1 Al ! N I / I 1 ELECTRICAL DESIGNIBUILDING DRAWINGS. Beaverton, OR 97006 x V - - �l Il - _ _ b< DS A4.12 +� a ,I I �`'�� ��" 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER M - I / \ I A Y` / \ 1 OFFICE 1 OFFICE 2 I ❑ C9 011 Eo DESIGNIBUILDING DRAWINGS AS APPROVED BY 6 i Il V _ ____ N A A "? FIRE MARSHAL. - 11A O N `� 6 GARAGE 1 GARAGE 2 GARAGE 3 GARkGE 4 _,.._D50 T - i -' 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, = c4 SECURITY CONTROLS AND ELECTRICAL m c •--215`ago 21 B 4/� STOR O1 7 I a ~ RECEPTACLES SHALL BE MOUNTED BETWEEN 15" AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL a^ _, Z..?/-\, N `oo 'T I PANELS TO BE LOCATED WITHIN REACH RANGE OF 111-11" - - - `~ I 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL .�. ' ® 61_124B � !'� ► `" n �- El IP ILDBBY - I �, AT GROUND FLOOR UNITS. U { U U WATER 1 FIRE U f 2113 Z A4 I 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT _ --coas 0 I SPRINKLER_ A3 • ® L ( I �: ___tDRAWING PACKAGE. ® 1 • Me - CORRIDOR `~ CORRIDOR,TYP�` - ► _ - - , WALL \ r A8.04 c 3 18. SEE DETAIL 9 ON SHEET A8.11 FOR INFORMATION ,J 21 E (COt C,CPT#1 c CORRIDOR 'I '� o 1 05 0 A4.12 REGARDING JUNCTION BOX PLACEMENT AND 36 _ 10 _-A5 a. O .-.-.I in Ni DETAIL 11/A8.11 FOR PLUMBING PENETRATIONTOR - �� DS I A4 ____v [� .�_ - - _ - CORRIDOR0 ONE HOUR RATED WALLS. _ __ • F , i WALL h = --_ - �t i 0 III 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR ' 0 1 I 21A . A6 D3 3 I `a\ FRAME DETAIL(AND HINGE JAMB DIMENSION). �, - El IREST IO , 2 A3.a2 A3.01 2 © _ _. �-- 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. °' 11A. 1 I L _ 10 I ti MECH DESIGN/BUILD TO COORDINATE LOCATIONS ___ _ •, I OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON --I I Al ' - 1 1 O I 'n PLANS AND ELEVATIONS. ALL STANDARD VENTS TO ~ DS a �'Y'�I I - I , •s BE GREATER THAN 3'-O"FROM ALL OPERABLE 7MULTI-PURPOSE I O7 OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE ,,,,, : - I 0 I GREATER THAN 10'-0"FROM ALL OPERABLE I 1,� STOR N OPENINGS. UNIT 2.1 - B ► I I *� r C_ fi O I `° rR` , m = ECH \\ I '` T �■ ul C I i- 3120 * 4. o O i--12A, I ;moi 1 I [-IDA O r /7\ , • BRIAN R 7 ______ - Ds w a- .-- FL ENER �!PP' "" s.a, _ I - J - - `" - _ _...1 - �- ... - lel • VIA 0,Q O O 11A 0 D5 I J j N 11 © IEM 1 1 . c RA - �'t ® © STAI- YuiOF 0 a2 �11 A C) ® 10 1131 - 1 T- --�*„ 0 I 1 N A2 10A coa 1 7 , I Al O I A5.01 I (--.13 co o0) p'-0" -0" -0" 7r'-6' -6' '-6 '-0" '-0„ I � I ir; j . � -i r_ I H I Hi �J First Floor Plan rFs -Ti "� � _ „pS1 ❑ � 11A a 3112" 2' 3112 3112„ 2' 1" 3112 I� - - - }�bS- - - - ' - \\, ?� I `� ii SEE SITE DEVELOPMENT PACKAGE PATIO SLOPE I "( -a'e , '-a`; FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTION3nEE SHEET A1.01. Otak Architects, Inc 4. ALL FIRST FLOOR UNITS ARE TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT TYPES. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97024 DIMENSIONS, TYPICAL NOTES, AND WALL ASSEMBLIES. Phone 503.287.6825 Fax 503.415.2304 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 7. UNLESS DUCTS ATT FIRST ISE AND SECOND FLOOR/CEILING TED ALL NICAL River Terrace ASSEMBLIES SHALL RUN UNDER 1-HR East-Clubhouse FLOOR/CEILING ASSEMBLY, A A3.0111111 GO 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. 1 -'4 9. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE East Side of SW Roy 81,-9„ << AND FOR DOOR AND WINDOW TYPES AND Rogers RD, Tigard, OR --,► - SCHEDULES. .4, 49'-33/4" 32' 5 1/4" I_ 'F 10. SEE DETAIL 10 ON SHEET A8.11 FOR WALL 2'.-6 1 13'-3" 14'-8" 21'-4 3/4" 1 114" 10' -8" 7'-7 1/4" ' " " --4)'------•.---4)'------• ,r .k ,r ri► 11 -0 3/4 .i3 '0INTERSECTION DETAILS AT 1-HR WALLS. 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN �� alk ON PLANS.WARP CONCRETE AT WALLS AND I COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE WY AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% 3'-3 1/•?" I 3 112" MAXIMUM SLOPE. 3'-0 1/2"------_. - 7 1/2" 3 1/2"� 3 1/2" 2'- 1 112" 3 1/2" 2'-2 114" I 2'-2 1/4" 12. SEE 15/A8.11 FOR FIRE EXTINGUISHER CABINET �� „3' -0'03'-0')l3 - 0'iir �'; -6 '-6" '-6" �� f r3'-0" ' -0' •., 6'-3 112 f �,'-4'�3' -0" i 6' - 3 1/2" DETAIL. COORDINATE LOCATION WITH FIRE MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE 11A 111A r A� EXTINGUISHER WITH 10 POUND NOMINAPACITY 11A - I II ,r, fir, AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL ° J -A° O `�(� "{� 11 ° l I, O O O `- IN CONTAINERNATURER'S STANDARD ENAMELED I ; -J 0 0 0 o JWest Hills z � - - - -` - i r- 41._-- --,---• J I = +► �- - 4 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE r O 4 11 • ` O O ° I Development 1 1 MECHANICAL DESIGN/BUILDING DRAWINGS. n �. •_ • 1- UNIT 1.2 L40 N liowsigl Op 14. FOR ELECTRICAL LIGHTING&EQUIPMENT SEE 735 SW 158th Ave., M IC ! T} i 1 1 ELECTRICAL DESIGN/BUILDING DRAWINGS. (-`..1 Beaverton, OR 97006 O'IIII _. . _, �_ M A4.12 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER +- 20 t- r DESIGN/BUILDING DRAWINGS AS APPROVED BY "' UNIT 3.2 �n FIRE MARSHAL. ;:i- ,,,, . -.): 01is iio N 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 0ippn-11 'TT' n N SECURITY CONTROLS AND ELECTRICAL I I ®� Inl RECEPTACLES SHALL BE MOUNTED BETWEEN 15" �' ---- I \ I I -r I { AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL iv PANELS TO BE LOCATED WITHIN REACH RANGE OF s. �. (4"!12" - - ;=©b1: r 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. r A no - • - L GI 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT illif 111 r DRAWING PACKAGE. °I • 8 �- - 5 7 1 s._/ CORRIDOR `' °I I 1 I - ` F- ---",- 3 WALL 18. SEE DETAIL 9 ON SHEET A8.11 FOR INFORMATION ` A4-13 Il 1 CORRIDOR 2 oT b bREGARDING JUNCTION BOX PLACEMENT AND L 31 , ---- =1 i { 3"/12 N �A4.12 DETAIL 11/A8.11 FOR PLUMBING PENETRATIONgOR EI _ 1 12 r i CORRIDOR0 ONE HOUR RATED WALLS. ---- - - --- - - _ 24 �� WALL ! AlI.,.,.se -i 1__ In Al O I I' b e ( 'LLL1L O ll I I_� 19. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR g ' 1 i FRAME DETAIL(AND HINGE JAMB DIMENSION). �-'��.'�• 2 A3.02 A3.01 2 /4"112" r� ropil': _i - I `1 DN, ` 1�© 20. 5 E ELEVATIONS FOR ALI UNIT VENT LOCATIONS. i7s llp \ 3"/12" MECH DESIGN/BUILD TO COORDINATE LOCATIONS E ;` H i OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON ,, i 1 I o o I ijJ -v ! I I I-� PLANS AND ELEVATIONS. ALL STANDARD VENTS TO • _ I lIITlif I 11-4."1--1-11 ! L- BE GREATER THAN 3'-0"FROM ALL OPERABLE it OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE 11A 4n ■: GREATER THAN 10'-0"FROM ALL OPERABLE STAIR i� _s �_ OPENINGS. M M is 0{ I UNIT 2.1 I ' T CZ UNIT 1.1 I® , t n. o liii� - 3720 ,,A Iq J UP I - 1 3 v,in f•-- � BRIAN R.FL FNER4 ` ��f 0 1 111 I 0 �� A8. IT .01O o f II' 1i r r0 n I ..I . +�� %)0, TLA ,0R �J o 0 11A I .� r-,� g X00o a 0_ I 0 ® ® r __ _ _ -�-) M 3 1 M co e,i �5 D66 \ �' Second Floor 1‹$" 12" 8" 12„) If - Plan N 03 -0 -0 p. 0" 6' -6 -6 ,3' 0" D' `� - 0 -0 ! -6 -6 ' -6 � 2'-1" w'• TO 3'-6 1/2"----1 3 1/2" 2'-7"---4 1/2' 3 1/2" 3 1/2" 3 112" 3 1r2" 2 0 1/41 3 1/2" 3 1/2" 2'-8 3/4" 0 a 1' 7 112" 19'-0" 1 , t" 9'-8" t;-E ;' 10' 5 1/2" 5 1/2" 5 1/2"-4, 10'-4" 13' 6 1/2" f 5' 2" 42'-4" 1. 9' - 11" 1 29'-6" r 1 1 . II I 1- I= a XI- XI- w ca In Ci) IS ca N O� A3.02 B D w # Date Description in Revisions a U A©� > r. JANUARY 12, 2017 NVIZIII w Date o r r r BB, KB, SM v Designed By a) al WY,ZD a) 1... Drawn By ft y KJ, BB0N 1 SECOND FLOOR PLAN Checked By 1 A2.02 SCALE: 118"= 1'-0" 17857 8 Project Number 0• co y T a) 0 A2 . 0 2 -, v Sheet Number ui Copyright 2016© IZ If this drawing is fess than 24"x 36",it has a) been reduced. Scale accordingly. N ii k • FLOOR PLAN NOTES o a 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. 2. FOR ARCHITECTURAL ABBREVIATIONS& SYMBOL LEGEND SEE SHEET A0.01. 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONSEE SHEET A1.01. Otak Architects, Inc 4. ALL FIRST FLOOR UNITS ARE TYPE A OR B ICC/ANSI ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT TYPES. 808 SW 3rd Ave, Suite 300 5. SEE UNIT PLANS FOR TYPICAL UNIT FLOOR Portland, OR 97024 DIMENSIONS, TYPICAL NOTES,AND WALL Phone 503.287.6825 ASSEMBLIES. Fax 503.415.2304 6. SEE STAIR SHEETS FOR STAIR DIMENSIONS AND OTHER STAIR INFORMATION. 7. UNLESS OTHERWISE NOTED ALL MECHANICAL River Terrace DUCTS AT FIRST AND SECOND FLOOR/CEILING Ai ASSEMBLIES SHALL RUN UNDER 1-HR East-Clubhouse GGI 4 FLOOR/CEILING ASSEMBLY. A A3.01 A4 12 8. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLY RATING AT ALL TUB/SHOWERS. East Side of SW Roy 1 CC¢Q 9 . SEE SHEETA1.11 FOR ROOM FINISH SCHEDULE Rogers RD, Tigard, OR 81' 9" 0..�' AND FOR DOOR AND WINDOW TYPES AND r, 4'49'-3 314� 32 -5 114 SCHEDULES. 10. SEE DETAIL 10 ON SHEET A8.1 1 FOR WALL INTERSECTION DETAILS AT 1-HR WALLS. 2'-6 '11 " 13'-3" 14'-8" 21'-4 3/4" 1 1/4"--., 10'-8" 7'-7 1/4" 11'-0 3/4" ,3'-0" 4-g .' / .' r' . .1 11. SIDEWALKS AND PATIOS SHALL SLOPE AS SHOWN ON PLANS.WARP CONCRETE AT WALLS AND I I COLUMNS AS SHOWN TO FORCE WATER TO MIGRATE 2'- 1 1/2" 3 1/2„ AWAY FROM AND AROUND WITHOUT EXCEEDING 1.5% 3'-0 1/2" 3 1/2" 7" 3'-3 1'2" 3 1/2", 1/2" 3 1/2" 2'-2 1/4" 2' ;2 1�,4"6'-3 1/2" ,LMAXIMUM SLOPE. -0„ '-0". .t3'-0'� ;'-6"'-6i-3 -6" .?'-O'i-0"� ,3' -0' 3'-0„ ��-4�� '-0„ 0„ , _0„ �� tie a }�' at- ��- � z� - ,� � 12. SEE 151A8.11 FOR FIRE EXTINGUISHER CABINET 3 1/2 DETAIL. COORDINATE LOCATION WITH FIRE r-1 IC Ill17A Tr MARSHALL AND PROVIDE UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 POUND NOMINA APACITY is AND AMMONIUM PHOSPHATE-BASED DRY CHEMICAL ��° O O �� O =- ih :- IN MANUFACTURER'S STANDARD ENAMELED1��p�+}�► 1 O � Iii ..) Ni-206-11 r- - - Ns _ �J 0/ 1 - CONTAINER y Vest Hills O !i3- o O 4 r I I �;_ �-� O i 13. FOR MECHANICAL SYSTEMS& EQUIPMENT SEE Development U v ClCHANICAL DESIGN/BUILDING DRAWINGS. p 1 k �-/ 14. FOR ELECTRICAL LIGHTING& EQUIPMENT SEE 735 SW 158th Ave., 11A (T� I ^ o A4.12 IELECTRICAL DESIGN/BUILDING DRAWINGS. Beaverton, OR 97006 O UNIT 3.2 UNIT 1.2 �I >i N 15. FOR FIRE SPRINKLERS SEE FIRE SPRINKLER , Co 20r., DESIGN/BUILDING DRAWINGS AS APPROVED BY OFIRE MARSHAL. N -.&; O i IA..e. 16N:----- _, N 16. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, 0 I ; _ SECURITY CONTROLS AND ELECTRICAL �' I RECEPTACLES SMALL BE MOUNTED BETWEEN 15" __ _ra, AND 48"ABOVE FINISHED FLOOR AND ELECTRICAL a. r" ' - �_.. n 0 1 - so CV PANELS TO BE LOCATED WITHIN REACH RANGE OF ._j l { i I -; 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL ,N,.] ,,,„?,. . 'le )11_ ; N AT GROUND FLOOR UNITS. i .1: N O D-4---i L IDI I • r -/ a 1 i 1 ._:), 17. FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT i ` _ _ - CORRIDOR DRAWING PACKAGE. s0 II . - - , 1 - � -- • CORRIDOR - - 3 WALL IS �, 18. SEE DETAIL 9 ON SHEET A8.11 FOR INFORMATION A4.13 21A © A4.12 REGARDING JUNCTION BOX PLACEMENT AND Is '� C -Y� I 1 E ^ ^ '� - 21 E = i �, DETAIL 11/A8.11 FOR PLUMBING PENETRATIONOR - __ _ - _ _ - CORRIDOR0 ONE HOUR RATED WALLS. 4"/12" I� r� WALL SLOPE 7 ® ❑' 7 I El [ 19. SEE 11A8.11 FOR TYPICAL INTERIOR WOOD DOOR I ' f �2 FRAME DETAIL(AND HINGE JAMB DIMENSION). A3.01 2 F\I I - • DN I ' 4'13 z., 2 A3.02 20. SEE ELEVATIONS FOR ALL UNIT VENT LOCATIONS. I - N '� ` �� MESH DESIGN/BUILD TO COORDINATE LOCATIONS r j` ti ti OF VENTS AND SOFFITS W/LOCATIONS SHOWN ON ION PLANS AND ELEVATIONS. ALL STANDARD VENTS TO BE GREATER THAN 3'-0"FROM ALL OPERABLE '� L_; a' OPENINGS. ALL GARAGE EXHAUST VENTS SHALL BE N - - in GREATER THAN 10'-0"FROM ALL OPERABLE IIP I I j CV1"-- OPENINGS. C '� f •;;v41) N. 372} la n I ❑ isi ❑ 10"/12" 10"/ 12" 10"112" 10"/12" l f BRIAN R.KEENER A , ___t_ 11_ - - - I - - - - - lf - -- - - - � - - - - VILGI • AD,(}R • !. 10"112" _ its - 1 r OF 0 �J Coa_ I -- \ NI- 4"/12" 1°"/12" l Third Floor Plan �: N. u 4 N\ N I (5. 01/ 0 C13 0 gikb,D. I � AK . ' A4.11 ' I I Mr I r r r 42'-4" 9' - 11" 29'-6" -V •1- i I IY CC E- 1 ~ d F Q X� R1- W CO W U3 o- f4 ~i A3.02 B D E O r- # Date Description 'C'D Revisions co 0 JANUARY 12,2017 a) Date 10)0 .0 BB, KB, SM Designed By 8 WY,ZD H Drawn By ai N KJ, BB 0) 1 THIRD FLOOR PLAN Checked By c . ED E A2.03 SCALE: 118"= 1'-0" 17857 8 Project Number 9 10 aA2 . 03 03 Sheet Number U Copyright 2016© i u.. If this drawing is less than 24"x 36'it,'ias been reduced. Scale accordingly. 5 w w ROOF VENTING CALCULATIONS ROOF PLAN NOTES AREAS o a AREA IDENTIFICATION ROOF AREA REQUIRED VENT PROVIDED VENT AREA(SQ IN) TOTAL VENT AREA 1. SEE LOWER FLOOR PLANS FOR BUILDING SQ FT SQ IN 1300 AREA(SQ IN) HIGH LOW PROVIDED(SQ IN) DIMENSIONS. STAIR#1 253 36,4321300 121.44 (2)X 50 = 100 SQ IN (2)X 50= 100 SQ IN 200 SQ IN 2. VAPOR BARRIER AT INSULATION TO BE LOCATED ATTIC#1 2,322 334,3681300 1,114.56 (11)X 50= 550 SQ IN (8)X 50=400 SQ IN ON WARM SIDE OF INSULATION. • 1173 SQ IN (42')X 5.3= 223 SQ IN 3. SEE 13& 14/A8.04 FOR ROOF PENETRATIONS. ,. ATTIC#2 1,027 147,8881300 492.96 (6)X 50=300 SQ IN (2)X 50= 100 SQ IN 490 SQ IN 4. ALL OVER FRAMED ROOF AREAS SHALL HAVE A 22 (17')X 5.3= 90 SQ IN 112"X 30"HOLE CUTIN ROOF SHEATHING FOR ACCESS AND CONTINUITY OF ROOF VENTILATION. Otak Architects, Inc ATTIC#3 687 98,9281300 329.76 (4)X 50= 200 SQ IN (2)X 50= 100 SQ IN 342 SQ IN 5. PER 2014 OSSC 1203.2 THE NET FREE VENTING (8')X 5.3= 42 SQ IN AREA SHALL BE 1/300. INSULATION HAVING A VAPOR BARRIER WITH A TRANSMISSION RATE NOT 808 SW 3rd Ave, Suite 300 EXCEDING 1 PERM. SHALL BE PROVIDED. Portland, OR 97024 6. ROOF ATTIC VENT PROVIDES 50 SQ IN FREE AREA Phone 503.287.6825 EA. Fax 503.415.2304 7. EAVE VENTS AT TRUSS BAYS: PROVIDE (3)VENT HOLES AT 1 1/2"DIA(5.3 SQ IN OF FREE AREA) PER 24"OC TRUSS BAY; SEE STRUCTURAL. River Terrace ROOF PLAN LEGEND East-Clubhouse A A3.0141211 0 •• • • • • • i° • la EAVE VENTING 1 r._.. �� UNDERSIDE OF ROOF SHEATHING East Side of SW Roy Rogers RD, Tigard, OR -_. ___ __ — _ OUTLINE OF WALL BELOW I I 41MIllo MEM DRAFT STOP I "4 NW 1' I 1'- 0"OVERHANG, 10'-_..... .._.. . . . . I� J DS TYP EVERYWHERE 112" 10"112" -_H' DS 1 D"112" I IF NOT OTHERWISE _--,DS f.-_. ..... .... . [, ,�. .__ ... ..._ NOTED a © u DS -4 I 10"112" 10 112 _ DS West Hills �� _... . - - -1 - - - a,_•_11 . i.fir•.! +1!_a i� ��S se w - . .—. -... W I - L - _ _ _ - E �- L _ - 1 �� � �, � — — � - � 4 Development _— O II _ A - ; 1 1I > _ � - _ __ - Ii p 22 112"X 30" HOLE • 11 735 SW 158th Ave., CUT IN ROOF I - ❑ LE., ❑ ❑ ❑ L;1 L ' < 1 Beaverton, OR 97006 • 1 DS A4.12 SHEATHING AT 111 _ W f I 1 OVERFRAMING FOR I 11 , Q •• i i I ZNJ ACCESS AND FOR 1-HR RATED 1I1 �� EI 1 CONTINUITY OF ROOF I 20"X 30"MIN 1 E ' ct VENTILATION TYP. - ATTIC #1 ACCESS PANEL 11 NI IN 1-HR EXIT 2,322 SF ;11 I `' ENCLOSURE WALL. 1 ---N 1 111 I I RIDGE 22 1/2"X 30" HOLE ! { I Y CUT IN ROOF --' �_2- �0 ❑ 11! ❑ RIDGE ❑ ;�� ❑ ❑ ❑ 1 ' SHEATHING AT '-` N 111 a - OVERFRAMING FOR ii 4"! 12'�' 111 H si ACCESS AND FOR i I I i i 11 i•v CONTINUITY OF ROOF - 1 I 1 I VENTILATION TYP. - - - -' -' - -; 1 L - - - � - - L. --I 1 ' '.4144$ P."' if - - - - _ 111131 � 11 20"X30"MIN 3 ' ; 1 1 1 ACCESS PANEL 11 rb_s A4.12 DS : • I ' i 1 IN DRAFT STOP � _ I 1 1 n - ne¢ CIO 1 I r_____-_______IEl -n '�; 1 -HOUR WALLS 1 I ATTIC #3 11 A3.01 2 I I @ STAIRWELL � i�. M AA©� 687 SF I I 1 2 A3.02 ROOF VENTS, TYP I 1 I r I r € ill DS -221 I I I i 3"1 12" • 11 1 © I II __I._ 1 I ATTIC #2UJ I RIDGE 1 I 1027 SF �. 1 STAIR #1 I I I' RIDGE il cf I 1 � _ I - V I.- 1"< � ATTIC �" -7 -w 1_, _® �� ' 253 SF �`� r 1 1 • ., i Al ® a y , ! 1 r, 1 , L J 11 it • 1 I I 3720 C� ❑ I \ ❑ 1. _ I 1i.-- - BRIAN R.F EN A it I — — — . I I '` 1 1 • 1 I 1 10"112' I 10 112 II1 1111' o 10"1 12" 1 1 0 112 1 '� �y/� ` �{ 7p D 0 II 1�12"_.._. _ . �� !� 12" - - - - - - - 1 Q"1 12;, r N DS L - - 10 / .... ...1 DS OS . G _. ...__.... ._...._. OF aNV a I DS - -� \ k cv ��O OD t- G� M A4.12 W Q M r I E r _ _ _ . . RoofPlan E - o I DS f 1 18"1 12" 8"112"I' �D5 o I ili 1-HR RATED a ENCLOSURE WALL _o I I TO UNDERSIDE ET_ I OF ROOF SHEATHING I I I . 1 c- rt QA3.02 B D # Date Description w cb Revisions U JANUARY 12,2017 °0 Date 0 a BB, KB, SM U Designed By 8 WY,ZD e F.. as Drawn By 1- 43 N KJ, BB co 1 ROOF PLAN Checked By c . E A2.04 SCALE: 118"= 1'-0" 17857 9 Project Number y N L A2 • 04D Sheet Number • Copyright 2016 LL If this drawing is less than 24"x 36'it has been reduced. Scale accordingly. N 1Y ELEVATION NOTES I. SEE BUILDING FLOOR PLANS FOR WINDOW AND DOOR TAGS, o a 2. SEE SHEET A1.11 FOR WINDOW AND DOOR SCHEDULES. ''. 3. SIDING TYPE REVEALS&BUILDING COLORS SHALL WRAP AROUND CORNERS INTO RECESSED AREAS UNLESS OTHERWISE NOTED.410 Mk 11111 ORNAMENTAL 4. SEE 14/A8.03 FOR TYPICAL SEALANT JOINTS. izgr LOUVER VENT, TYP A ATTIC ROOF VENTS FIBER CEMENT PANEL SIDING 5. SEE DETAIL 13, 14/A8.04 FOR TYPICAL ROOF PENETRATIONS. Otak Architects, Inc EQ. WIDTHS,TYP 6. SEE DETAIL 9, 10, 11 /A A8.03 FOR SADDLE FLASHING DETAILS CLASS C ARCHITECTURAL AS NEEDED. GRADE ASPHALT SHINGLE 15 I REVEALS,TYP ENT g ROOFING A8.04 A8.04 808 SW 3rd Aye, Suite 300 2 X 8 WOOD FASCIA 1"X 12"FIBERd-/01 FIBER CEMENT Portland, OR 97024 A8.04 / CEMENT TRIM PANEL SIDING ELEVATION LEGEND Phone 503.287.6825 METAL GUTTERS AND '� I.J F.--------.----7---------------•=1 aX 5Q .41 .234 DOWNSPOUT 1D 6 FIBER CEMENT LAP SIDING,4"EXPOSURE dia0 A8.04 � � 12' A$.04 12" i' --- - -_- FIBER CEMENT LAP SIDING, 6"EXPOSURE 1 �aHartriki 10 RiverTerrace FIBER CEMENT 10 J x€ia 'rrnr'llmruil�IuIIIipi•-•"' I� +® 12" 12" �, �� � .tin CO SHINGLE SIDING t�_rivir 1 II 'i�rl�- ,.. 10" I/ L. 10" ,� 'I� .' .I ::I::::SHINGLE �+}+ 2East-Clubhouse .n 1irm1m1i11r1 �, I"�`' �� 1111.111141111"" mull o' SIDING CEMENT TRIM ,;m m n►lfnunrtr 4 �ticw'�'irnr Irnl:rlrr II r i! nu ,F ir,1"X 12"FIBER ■ �,,,:.. 11r11 1 ■1. .Ik.i//11 • I n�� :irrll��in1 � � '. � q;l1t111n11 East Side of SW Roy .77 CEMENT TRIM IP"- Inial , •�. nlpll ' i1.. ,,,, •'.., 1r pi/n In rntmnran �- METAL RAILINGS TYP Irk.11luI i•I••� I•.. 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I UPPER ROOF TO LOWER .,, 1 ROOF AT STAIR CONNECTION GROUND FLOOR STAIR PLAN 1 1/4"GYPSUM CEMENT ; ,-- UNDERLAYMENT OVER 03 TOP PLATE da, A5.01 SCALE: 1/4"- 1-0" •1. , THINGI 31' SHEA , SEE 7/8 -4 EXIT ENCLOSURE WALLS El i.c. -4,4;41)4 STRUCTURAL _12,“ TO UNDERSIDE ROOF SHEATHING 11 7 7 7 PROVIDE DOUBLE .i El CONTINUOUS RIMS AND OR .1- - • I— ..: I 1 DOUBLE 2 X FULL HEIGHT CO 41111 . HANDRAIL , 1 ,T- . ! -.1. TO RETURN ...1. FIREBLOCKING AT EXIT tt . . kr kr TO WALL,TYP - •. ENCLOSURE WALLS AT c-zi I ..,, FLOOR LEVELS FOR 1-HOUR Al 0 o 31 0 . 0 Al 0 4'-0" l'-0 1/47 4"6„, CONTINUITY OF THE FIRE '4T e . - 5 1/2" INSULATION '' Jr I , - HOUR BARRIERS,TYP ii-Acil lk, ti-s- II ' _ .4;qttlitNitroti •_ 7 \ .....s, Ar_ _n t 1.‘ h 1 DN 20 \ -..=.• 0_ ",:...,„ , --,...,... . . SEE STRUCTURAL --------, . • 2A =: k-•z„ FOR BEAM LOCATION 'q- - - - - 7 .., b .1:',•.- . 24B BRIAN R.FLEENER4 ---, — — -- — ,,....„,..... • ., .., •4tiit2103 FLOOR TO SHEATING SO 24B — ___ ____ .- -...1 • ...5-8/231/7 •'-3 3/4" I r -- — 7— -,-, 5-3 1/2" #- __] ,--- SEE SECOND FLOOR % ILA 0,OR • <;-i--X---• f • - •-rk • . .'":', 4..1/4, - — ...r-' STAIR PLAN FOR i,..;/!..);:x,,,. K.:c: • - - • _ -•:,.........z.„ 4 7 - - - 7 m6 Ann•••• 'Z's.:::-..,.. a.. . e. ..., Lo ;Lo ;,• 611111•IMI = = = = A i6 . -4.- ' . VIIIIIIIIII ':. e.."-7. 1,E I SEE STRUCTURAL - E-I3 •or L._1 Stair Plans and 7 _ _ ..._ IC TYP - --;•••.z.., -..„ rt-0” -;•.: ; .-fr;- I ,..= I LAYOUTS,TYP - - - - 4 r•-_, ow la _ ___ __ ___ b w , 1-Oft-•\ ,_ "' ...;;, e i Sections _., , - ---- ---- - 1 . — — — _ I •k,,,, at ,, ___ _,Ir -:".-- 1 iis a , -., F . • . . ....... --i. / — 11 — --- pm A „, w ,. c_ •;4;„ , .— L -7z; 1 11 b 5 i a. 1 -•=.• to --z..-‘, 21 i 1- i 1 I 1 1 --- 1 1 I 1 02 FLOOR TO SHEATHING 'z;„,‘ , I,•,.1.,.....1._,... __'- 1 , h2A1 ;4,•r,,,,,,,,,,,-, -.--,ic -,, -..„..., ..„ 2/1- "GYPSUM BOARD ;I UNDER STRINGERS •; '7.)1._,.'!'Exry.MeyY/.4.8.1k_a I 11'-1 7/8" `Jr L - _ _ -, ,,,,, L 1 A ..„ , „ _ i 11 . ri ------____„, oi TOP PLATE AI ,L _ f _ r:, E0 -- •1111•111111/ „ 's , ;I. I •E u, , — 1/2'' GYPSUM ! L _ _ _ ;.... _,... ., ...,.., 1 ',•:, z., BOARD . A \ 1 UP i-----r-ii, F-. AT MID-LANDINGS, : i ; _. , - 4'-0" A5.01 • N tO ---F- •-••-, . . A. r) e -'-,,,... wino. -;•:„ TYP IE . ,@ ce> w .>.-- ‘,... ....... ., 4- - ., r ---....., ........ ......:„... .. . 2 05_18.17 Plan Check Responses I i fill .:., 7,1,..0" . ;. s. cv) # Date Description , i - Z c7 ...., ....— ,,, . 0 , ell A (.0 0 .-, ._ , Revisions o ID '"-,, ••: ,= _sir o a , ''--,. - =L-, .. -. -\ JANUARY 12,2017 _ "----... "Abr .. ....A 4 .. b to . 111111111111111 I I I I Date .m.• o _‘- •-•-.. -....; i-,-) 1"HOA =PIM < III In •A '''''''....„,..., ammo MIMI 11111111•111 01 FLOOR TOP SLAB OE BB, KB, SM ... I, / . ; ; , ; 1. - 1 • -141. 47. _ 0'-0" Designed By 1---1 1 1----i 1 r-------A I 1:7--I 1 17,==1 1 1---i H="1 1 1- 1 : i.:_..1 1 1___I i 17 .i 1 L--:1 I I— .` .. -1 1 1—.1 1 1' , i I .,71-.1 I 1_11;. -.-d -I 1 1----1 1 ----:_i i !--- WY,ZD I "; - 1 1 I , ; _, r i____, i ,_....L., ; .__,.._77,____..Ti---7...— , ,_..._,„ ,........._„ , i . i , . • . . , " . ," , , , 1 „ , i -1-1 ,-• •-77---' 7-i-T-1._.1.-T- I I I I 1-- Drawn By 'CB g , ' igkt. ' . KJ, BB A5.01 , 0 Checked By c . B r D B D 17857 N o r. Project Number f:r `c35 „, A5 • 0 1 D 2 STAIR SECTION 3 SECOND FLOOR STAIR PLAN 4 THIRD FLOOR STAIR PLAN dSheet Number i76 A5.01 SCALE: 1/4"= 1-0" A5.01 SCALE: 1/4"= 1-0" A5.01 SCALE: 1/4"= I-0" Copyright 2016© ir. If this drawing is less than 24'x 36",it has '5 0' 2' 4' 8' been reduced, Scale accordingly. w • IY IIIM111.111.11.1! • ELEVATION KEYNOTES UNIT PLAN NOTES o a 1. SHOWER CURTAIN ROD 1. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 2. TUB/SHOWER ENCLOSURE ROUGH OPENING UNLESS OTHERWISE NOTED. 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, SEE DETAIL 5/A8.12 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 4• LIGHT FIXTURE CENTERED OVER MIRROR LEGEND SEE SHEET A0,01. ° . 5. TP DISPENSER @ 19"AFF . „ 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE UNITS), PROVIDE BLOCKING SHEET A1.01. 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A Otak Architects Inc UNITS), PROVIDE BLOCKING 4. ALL FIRST FLOOR UNITS ARE TYPE B ICC/ANSI 8. BASE CABINET WITH DRAWERS ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT 9. REMOVABLE CABINET, CONTINUE FLOORING TYPES. UNDER CABINET. SEE 4/A8.12 FOR KNEE 808 SW 3rd Ave, Suite 300 CLEARANCE REQUIREMENTS WHEN 5. TYPICAL INTERIOR UNIT WALL STUDS ARE 2 X 4 AND REMOVED AND SUPPORT, TYPICAL EXTERIOR UNIT WALL STUDS ARE 2 X 6JNLESS Portland, OR 97024 10. GRAB BARS, PROVDE BLOCKING, SEE DETAIL OTHERWISE NOTED ON UNIT PLANS-SEE STRUCTURAL FOR Phone 503.287.6825 5/A8.12 GRADE AND SPACING. 11. LINEN CLOSET W/REMOVABLE SHELVES Fax 503.4'!5.2304 12. RANGE HOOD UNIT WITH WALL CONTROL 6. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS SWITCH AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES (19) 2`-0" 2'-6" ,,2'-0" 13. 4" MDF BASE (CONTINUOUS BEHIND SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. r @ @ @ ® y .,_ (19) \ APPLIANCE)WHERE APPLICABLE River Terl ace _i! 114. OPEN SHELVING 7. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND -. ® @ /� ; @ 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST FOR DOOR AND WINDOW TYPES AND SCHEDULES. y ; : /-\ /- r HOOD East-Clubhouse (DI' "`d'''` `,/ \ / - _ \ I @ ® •' 111%- ; I' f /-\.. --\..; io ® OPEN TO 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 8. SEE 10/A8.11 FOR WALL INTERSECTION DETAILS AT 1- ra c u- �_ N "@"i (iNi18) LIVING/DINING BACKSPLASH AND SIDESPLASH WHERE HR WALLS. OCCURS IN OTHER UNITS '1/4 @ - @ 17. VANITY DRAWER UNIT CABINET 9. CONCRETE PATIOS SHALL SLOPE AS SHOWN ON East Side of SW Roy b i ( 8 ) \ _ ; I - T. i N n__ i 19, PAINT18. SINK BED GYPSUM ASE EBOARD SOFFIT FORCE WATER CONCRETET,TYP PLANS.WARP MIGRATE AWAY FROM AND AROUND Rogers RD, Tigard, OR ~ 24 ® _ = - _ r . ,0 20. PLASTIC LAMINATE COUNTERTOP AND TILE WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. \ _ o n BACKSPLASH,TYP b? ® RANG, \ w. �,� 21, PLASTIC LAMINATE BAR TOP 10. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND REFR E---,a---- E..-.....--) • _ -� DW i \ ,/ `\� f/, \� �/ �/ 22. STANDARD WALL CABINET WITH NO SHELVES OTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVE `L ----11- 23. STANDARD WALL CABINET WITH(2) FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS - ADJUSTABLE SHELVES (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON 2' --6" Il2'-0" I 3" L .21 -6' 12 -0"ek 2'-4" .1 9"--)a, 2'-9 ^I,2 -0" , 24. STANDARD BASE CABINET WITH DRAWER& WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" VERIFY • _� ,_ 1 2'112" " VERIFY 9"� VERIFY ADJUSTABLE SHELF ABOVE FINISHED FLOOR. W/MFR 1'_0'{ W/MFR W/MFR 25. COUNTERTOP MICROWAVE, PROVIDE BY 4A 4B 4C OWNER 11. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH 26. SHORTER REMOVABLE BASE CABINET AT RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST STANDARD UNIT KITCHEN WORK SURFACE WITH DRAWERS& CONTROL AT GROUND FLOOR UNITS. ELEVATIONS INCLUDING ADJUSTABLE SHELF NOTES AND DIMENSIONS 27. SHORTER REMOVABLE BASE CABINET AT 12. SEE DETAIL 91A8.11 FOR INFORMATION REGARDING 4 UNIT 1 . 1 KITCHEN ELEVATIONS SHOWN HERE SINK AND WORK SURFACE JUNCTION BOX PLACEMENT AND DETAIL 11/A8.11 FOR 28. RANGE WITH CONTROLS AT FRONT PLUMBING PENETRATIONS FOR ONE HOUR RATED A5.1 1 SCALE: 1/4"= 1'-0" 29. HAND SHOWER WALLS. 30. RANGE HOOD CONTROL SWITCH PANEL West Hills 13. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR FRAME DETAIL AND HINGE JAMB DIMENSION, 2/A8.11 Development FOR TYPICAL WOOD BYPASS DOOR HEAD DETAIL, AND ` 1 )--� 4 @ 0 0 I � � O 31A8.11 FOR TYPICAL BIFOLD DOOR HEAD DETAIL. 735 SW 158th Ave., © �� © @ O ,�� _ 14. SEE 13/A8.11 FOR TUB/SHOWER ENCLOSURE DETAIL Beaverton, OR 97006 MIRROR 16� �" / , AT WALLY FLOOR. MAINTAIN WALL AND FLOOR/CEILING '/ ASSEMBLY RATING AT ALL TUB/SHOWERS. \\ O 15. CONTINUE FLOORING BELOW BATH LAVATORY CABINET / -' 17 _ _ " Lam_ _ - - AND KITCHEN SINK CABINET, FINISH WALL BEHIND i 18 / CABINETS AT ALL GROUND FLOOR UNITS AT A MINIMUM. SEE 41A8.12 FOR REMOVABLE CABINET DETAIL. � </. o '00:711,, 13 ® v...„ �.. \ i.. 13 A a) rZ --1- I 16. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF DETAIL , r � / J AND 118.12 FOR RAISED BAR DETAIL AT KITCHENS- r Jr2'-3" d17. ALL FIRST FLOOR UNITS REQUIRE BLOCKING FOR FUTURE GRAB BARS AS SHOWN ON INTERIOR 3A 1' -3"------ ! �1 0 j'- I'-0„ 3B 3C 3D ELEVATIONS. PROVIDE BLOCKING FOR ALL BATHROOM 1'-9 318" STANDARD UNIT BATHROOM ACCESSORIES AT ALL FLOORS. ELEVATIONS INCLUDING 16. ALL FAUCETS TO HAVE LEVER HANDLES. 3 UNIT 1 . 1 BATHROOM ELEVATIONS NOTES AND DIMENSIONS SHOWN HERE 19. ICC/ANSI TYPE B ACCESSIBLE UNIT TUB/SHOWER SURROUNDS SHALL BE FLAT WITHIN THE AREAS TO BE A5.1 SCALE: 1/4"= 1'-0" REINFORCED FOR FUTURE GRAB BARS. SEE INTERIOR ELEVATIONS FOR REINFORCEMENT LOCATIONS. 20. SEE 6/8.11 FOR TYPICAL FIRE-WRAPPED RATED FAN BOX TENT DETAIL AND 5/A8.11 FOR TYPICAL RATED RECESSED LIGHT FIXTURE WHEN AND IF NEEDED 21. SEE DETAILS 2 AND 3/A8.12 FOR CLOSET SHELVING. .1' 10'-91/2" y 2'- 10" ,' 5'-0" 24A II o • •' i, AN I I - .,;.-,,,'-.•-,-- ; ._ _ II I , 0_ 3720 ,rte i r" :" -'. . -I IC I4_ ICi) I j EL-- 1 BREAD FL ENER� . 1 _ �� I I v{V m v ti I j` r 2' 3A B1 °0,` -REFR_ i0I,AI�I , 01 - � �(. Mr: - CL D2 BATH;:' +7'-0" :::T, •,- BATH 4A -��-*yyt-T /� f o t _Cl_ .I_- LINEN M �I 1.4 NE KITCHEN �/ Cl ---- A5.11 B : CEJ o 3C L s 1. co: CLOSET 41/2" D2 4C Unit I . CLOSET / KITCHEN c‘kO i„ 24A __ 41 � Enlarged Plans 'I. +8'-0"TYP - C3 n > DW I BEDROOM (-' LAU\ DRY 1 •-LAUNIRY - `/ D W Cl M 6' -4" 4'-2" 1 ,I. J. ELECTRICAL _- 5'- 10 3/4"mi. A8.12 BEDROOM - PANEL tT NI LIVING/DINING q` LIVING/DINING 0 PTHC 1 # Date Description w Revisions U -- JANUARY 12, 2017 to BALCONY Date 0 0 1. BB, KB, SM U I1 B2 BALCONY - J Designed By WY,ZD co i 'a C Drawn By DECK DRAIN-SEE KJ, BB c 3/A8.04 Checked By as z 17857 U O 0' 2' 4' 8' Project Number ro !1111.911111e111111111 N 2 UNIT 1 . 1 CEILING PLAN 1 UNIT PLAN - 1 . 1A5 . 1 1 D 6 A5.1 1 SCALE: 1/4" = 1'-0" A5.1 1 SCALE: 1/4"= 1'-0" Sheet Number iu Copyright 2016© u- If this drawing is less than 24"x 36" it has been reduced Scale accordingly. cu IX 4D ELEVATION KEYNOTES UNIT PLAN NOTES o a ® ® C2.3)-----_______ ® 1. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF y 4 �? ® ,-� I �• �c -- \23�� ��`\ - -� 'i' 1. SHOWER CURTAIN ROD ROUGH OPENING UNLESS OTHERWISE NOTED. # ' '}° ` -,JI f ® O "�� ▪ I 2. TUB/SHOWER ENCLOSURE 4 'j ® -. is 15 - -- m 4,�. . ��- I OPEN TO `` 1 s 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 20 et __\__ \I \ U,/ N @ �2o ----� _''•-f MICRO \T -7' N SEE DETAIL 5/A8.12 LEGEND SEE SHEET A0.01. - "'' u C LIVING/DINING \`.� Ay Ilr- \u/ -„,, .,,,:.. 5..`, 4. LIGHT FIXTURE CENTERED OVER MIRROR �... e e _ (221)---...., _` 5. TP DISPENSER @ 19"AFF 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE b II► I 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A SHEET A1.01. -\'1 - -- • �''��` Q ° ' I T UNITS), PROVIDE BLOCKING Otak Architects Inc .� -` -� 7. 24"TOWEL BAR @ 48"AFF(45" IN TYPE A 4. ALL FIRST FLOOR UNITS ARE TYPE B ICC/ANSI , \\ REFR �' • `�` I RANGE I x ¢ UNITS), PROVIDE BLOCKING ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT F- -� DW I - - in 8. BASE CABINET WITH DRAWERS TYPES. \�* tel/ ,, ,-,--- >•-• I\ --# rl``\`-.j 9. REMOVABLE CABINET, CONTINUE FLOORING 808 SW 3rd Ave, Suite 300 1. •r UNDER CABINET. SEE 4/A8.12 FOR KNEE 5. TYPICAL INTERIOR UNIT WALL STUDS ARE 2 X 4 AND L 2'-3" 2'-6" r 2'-0" 3'-0" L 1'-9" L 2'-6" L1'-6" CLEARANCE REQUIREMENTS WHEN TYPICAL EXTERIOR UNIT WALL STUDS ARE 2 X(UNLESS Portland, OR 97024 1 1/2"-VERIFY VERIFY �1'-o" .` VERIFY R �1� REMOVED AND SUPPORT, OTHERWISE NOTED ON UNIT PLANS- SEE STRUCTURAL FOR Phone 503.287.6825 5A WI MFR 5BR2 WI MFR 5C WI MFR 10. GABBARS, PROVDE BLOCKING, SEE DETAIL GRADE AND SPACING. Fax 503.415.2304 11. LINEN CLOSET WI REMOVABLE SHELVES 6. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS 12. RANGE HOOD UNIT WITH WALL CONTROL AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES SWITCH SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. River Terrace 5 UNIT 2. 1 KITCHEN ELEVATIONS 13. 4" MDF BASE(CONTINUOUS BEHIND APPLIANCE)WHERE APPLICABLE 7. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND • 14. OPEN SHELVING FOR DOOR AND WINDOW TYPES AND SCHEDULES. East-Clubhouse A5.12 SCALE: 1/4"= 1'-0" 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST HOOD 8. SEE 101A8.11 FOR WALL INTERSECTION DETAILS AT 1- 16, PLASTIC LAMINATE COUNTERTOP WITH 4" HR WALLS. BACKSPLASH AND SIDESPLASH WHERE OCCURS IN OTHER UNITS 9. CONCRETE PATIOS SHALL SLOPE AS SHOWN ON East Side of SW Roy 17. VANITY DRAWER UNIT CABINET PLANS.WARP CONCRETE AT WALLS AS SHOWN TO Rogers RO RD, Tigard, OR 18. SINK BASE CABINET, TYP FORCE WATER TO MIGRATE AWAY FROM AND AROUND g g 19. PAINTED GYPSUM BOARD SOFFIT WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. 20. PLASTIC LAMINATE COUNTERTOP AND TILE 0 0 0 \ Q 0 O BACKSPLASH, TYP 10. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND - Q 4 _ © • 45 21. PLASTIC LAMINATE BAR TOP OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE F C" 0 22. STANDARD WALL CABINET WITH NO SHELVES FINISH FLOOR. ELECTRICAL, TELECOMMUNICATIONS 04" \ 23. STANDARD WALL CABINET WITH (2) (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON MIRROR ADJUSTABLE SHELVES WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" / mo 24. STANDARD BASE CABINET WITH DRAWER& ABOVE FINISHED FLOOR. 4D . ,` ADJUSTABLE SHELF "' '3 - - - - -' \ '- - - - 25. COUNTERTOP MICROWAVE, PROVIDE BY 11. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH I. -kr-2 / OWNER RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST t :3 ........-......- p / 26. SHORTER REMOVABLE BASE CABINET AT CONTROL AT GROUND FLOOR UNITS. ��ii•, o inWORK SURFACE WITH DRAWERS& ADJUSTABLE SHELF 12, SEE DETAIL 91A8.11 FOR INFORMATION REGARDING = iv ® ® 27. SHORTER REMOVABLE BASE CABINET AT JUNCTION BOX PLACEMENT AND DETAIL 11/A8.11 FOR �. r ! 4 L - - �� / tel+ -.-I SINK AND WORK SURFACE PLUMBING PENETRATIONS FOR ONE HOUR RATED 1' r 28. RANGE WITH CONTROLS AT FRONT WALLS. 41, 4, ...k2' ► 29. HAND SHOWER West Hills 2'-3" -6314" �1'-0" -1'- 10 1/2" 30, RANGE HOOD CONTROL SWITCH PANEL 13. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR 4A 4B 4C 4D FRAME DETAIL AND HINGE JAMB DIMENSION,2/A8.11 Development FOR TYPICAL WOOD BYPASS DOOR HEAD DETAIL,AND 3/A8.11 FOR TYPICAL BIFOLD DOOR HEAD DETAIL. 4 UNIT 2. 1 BATH 2 ELEVATIONS 735 SW 158th Ave., 14. SEE 13/A8.11 FOR TUB/SHOWER ENCLOSURE DETAIL Beaverton, OR 97006 AT WALL 8, FLOOR. MAINTAIN WALL AND FLOOR/CEILING A5.12 SCALE 1/4" 1' 0" ASSEMBLY RATING AT ALL TUB/SHOWERS. 15, CONTINUE FLOORING BELOW BATH LAVATORY CABINET AND KITCHEN SINK CABINET, FINISH WALL BEHIND CABINETS AT ALL GROUND FLOOR UNITS AT A MINIMUM. 0 0 ID 0 © SEE 4/A8.12 FOR REMOVABLE CABINET DETAIL. © • • , o I � r 16. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF DETAIL 7 � 1 © © \. © Q ,� AND 1/8.12 FOR RAISED BAR DETAIL AT KITCHENS. 13 / \\ \, a MIRROR 17. ALL FIRST FLOOR UNITS REQUIRE BLOCKING FOR U I - 0000 fib FUTURE GRAB BARS AS SHOWN ON INTERIOR \ r - N `• ELEVATIONS. PROVIDE BLOCKING FOR ALL BATHROOM - I I j - - J � B �- -L -1 © ACCESSORIES AT ALL FLOORS. NIMINNW 7_ _ 13 C - - ] ® C - --LI 3 13� 18, ALL FAUCETS TO HAVE LEVER HANDLES. _ I\ Eli AIN. -r r., �' I _ L - / 11 1I` N ' ,�`�\ � II ' - 19. iCC1ANSl TYPE B ACCESSIBLE UNIT TUB/SHOWER - v - s'j �_ ` ' SURROUNDS SHALL BE FLAT WITHIN THE AREAS TO BE 'c REINFORCED FOR FUTURE GRAB BARS. SEE INTERIOR L 2'-6" L 2'-6" 2'- 1" ,i, ELEVATIONS FOR REINFORCEMENT LOCATIONS. 2'- 1 3/8" 20. SEE 6/8.11 FOR TYPICAL FIRE-WRAPPED RATED FAN 3A 3B 3C 3D BOX TENT DETAIL AND 5/A8.11 FOR TYPICAL RATED RECESSED LIGHT FIXTURE WHEN AND IF NEEDED. 21. SEE DETAILS 2 AND 3/A8.12 FOR CLOSET SHELVING. 3 UNIT 2. 1 MASTER BATH ELEVATIONS A5.12 SCALE: 1/4"= 1'-0" 8'- 111/2" 5'- 1" 7'- 111/2" - 5'-0" 3' - 101/2" f fCV 11 -- - - - i. 'i- - r I .1 ' I 3720 EXHAUST 0 - - r • • • - ID I 3A ' --- _ I !� BRIAN R.F EENER 24A) 4A v L.::-..-,41..--.L, r --,: -. - -,---,_.,ft. .„-.y.-.:7.:„ •_.•-, ,,..-.,-;...:.-. .:.- . :,.-.•, . . ... _. •. . ,., = 111 3D A5.12 3B N 1 I I --R--1 REFR C \ i Pel• TLA D,0_, :1` in CLOST I 5A J�$"MIN C2 C� o / W/D 4D A5.12 •B in a a. N I BATH 1 c BATH p a KITCHEN M BATH c �} ;M`BA, Hk� � ':`.: l KITCHEN � , -- 5B ,� Unit 2. 1 N SV CPT) i i 24A 4 iv +$'-o" ED < - I --I- -_ Enlarged Plans CLOSETg -_ C1 CO DI I _ I I I r ^ 24A CLOSET . ... ... . . r �� I • I I I [ JI DW I n II v . II 0 1 1 + 1 I % s +8'-op LINEN 4 3' z" CI 2' -2" L 9'-0" 0 a /D6 a ► ., 24A u 24A -•. 12'- 5 112" i. ELECTRICAL / C1 PANEL - 4'-0 112" 1; 6 3/-T S' 3 314" wi F--�24A MASTER BEDROOM LIVING/DINING BEDROOM 1 LIVING/DINING BEDROOM 1 c CI co a I MASTER BEDROOM - # Date Description lii .s LLco Revisions U - PTAC -- JANUARY 12, 2017 0 �' G..a Date i Vi 4 4 � B2 BB, KB, SM Q PATIO/BALCONY 0 1 PATIO/BALCONY Designed By 1-T - IL) Hi_ 41 4 � � - • ® � Drawn By KJ, BB IST g 2 UNIT 2. 1 CEILING PLAN TYPE B UNIT UNIT 2. 1 PLAN TYPE B UNIT Checked By 1 A5.12 SCALE: 1/4"= 1'-0" A5.12 SCALE: 1/4"= 1'4r 17857 U Project Number O y (.A A5 . 12 D 0 Sheet Number 6 Copyright 2016 OO Li: if this drawing is fess than 24"x 36",it has .y been reduced. Scale accordingly. m CC ED m ELEVATION KEYNOTES UNIT PLAN NOTES o a O CI ® ®3i *1 L 1. SHOWER CURTAIN ROD 1. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF j �; ® 2. TUB/SHOWER ENCLOSURE ROUGH OPENING UNLESS OTHERWISE NOTED. . - 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, to \--,\ II � r ® ® -^\ I , _�-... ii,--- SEE DETAIL 51A8.12 2. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS �,�, � 4. LIGHT FIXTURE CENTERED OVER MIRROR LEGEND SEE SHEET A0,01. '., ,•7,;14!„, -.7„. +�t" `-, - - I . ' 5. TP DISPENSER @ 19"AFF b , -1r 18 -1--- `" 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE UNITS), PROVIDE BLOCKING SHEET A1.01. ` - 7. 24"TOWEL BAR @ 48"AFF (45" IN TYPE A ��� - - - f„aJ ® _+ ;, _ atak Architects Inc ® UNITS), PROVIDE BLOCKING 4. ALL FIRST FLOOR UNITS ARE TYPE B ICC/ANSI j. 71 ;1 8. BASE CABINET WITH DRAWERS ACCESSIBLE DWELLING UNITS. SEE PLANS FOR EXACT' i:H1 '� ' ` "" • _ RANGE 1 '' _ REFR 9. REMOVABLE CABINET, CONTINUE FLOORING TYPES. 5� �% DW (,� ,'�� �' _ \ UNDER CABINET. SEE 4/A8.12 FOR KNEE `,-' �N/' *_ CLEARANCE REQUIREMENTS WHEN 5. TYPICAL INTERIOR UNIT WALL STUDS ARE 2 X 4 AND 808 SW 3rd Ave, Suite 300 "r r REMOVED AND SUPPORT. TYPICAL EXTERIOR UNIT WALL STUDS ARE 2 X BJNLESS Portland, OR 97024 2'-9" 2'-0" 2'-9" j,2'-0".1,_ �I 10. GRAB BARS, PROVDE BLOCKING, SEE DETAIL OTHERWISE NOTED ON UNIT PLANS-SEE STRUCTURAL FOR 9° 2'-6" 1'-6° 2' -6" , Phone 503.287.6825 5/A13.12 GRADE AND SPACING. 5A 1 0 VEW/MFR VERIFY VERIFY 11. LINEN CLOSET W/REMOVABLE SHELVES Fax 503.4152304 5B W/MFR 1 3/8" WI MFR 12. RANGE HOOD UNIT WITH WALL CONTROL 6. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTS SWITCH AT FIRST AND SECOND FLOOR/CEILING ASSEMBLIES 13. 4" MDF BASE(CONTINUOUS BEHIND SHALL RUN UNDER 1-HR FLOOR/CEILING ASSEMBLY. Rr• APPLIANCE)WHERE APPLICABLE Terrace 14. 5 UNIT 3.2 KITCHEN ELEVATIONS OPEN SHELVING 7. SEE SHEET A1.11 FOR ROOM FINISH SCHEDULE AND 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST FOR DOOR AND WINDOW TYPES AND SCHEDULES. EastCIubhouse A5.13 SCALE: 114" 1' = -0" HOOD 16. PLASTIC LAMINATE COUNTERTOP WITH 4" 8. SEE 10/A8.11 FOR WALL INTERSECTION DETAILS AT 1- BACKSPLASH AND SIDESPLASH WHERE HR WALLS. OCCURS IN OTHER UNITS 17. VANITY DRAWER UNIT CABINET 9. CONCRETE PATIOS SHALL SLOPE AS SHOWN ON East Side of SW Roy 18. SINK BASE CABINET, TYP PLANS.WARP CONCRETE AT WALLS AS SHOWN TO Rogers RD, Tigard, OR 19. PAINTED GYPSUM BOARD SOFFIT FORCE WATER TO MIGRATE AWAY FROM AND AROUND g g 20. PLASTIC LAMINATE COUNTERTOP AND TILE WITHOUT EXCEEDING 1.5% MAXIMUM SLOPE. BACKSPLASH, TYP 21. PLASTIC LAMINATE BAR TOP 10, LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND 22. STANDARD WALL CABINET WITH NO SHELVES OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE Q 0V O 0 O 23. STANDARD WALL CABINET WITH (2) FINISH FLOOR. ELECTRICAL,TELECOMMUNICATIONS (.2___) ADJUSTABLE SHELVES (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON • 0 Q3 ` © © 0 24. STANDARD BASE CABINET WITH DRAWER& WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" •/ ` / © <I (16) £ ' © ADJUSTABLE SHELF 25. COUNTERTOP MICROWAVE, PROVIDE BY ABOVE FINISHED FLOOR. ® GI MIRRORCI OWNER 11. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH • 26, SHORTER REMOVABLE BASE CABINET AT RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST � - - 0 N �. J WORK SURFACE WITH DRAWERS& CONTROL AT GROUND FLOOR UNITS. - J ^ ^ ADJUSTABLE SHELF --- 27. SHORTER REMOVABLE BASE CABINET AT 12. SEE DETAIL 9/A8.11 FOR INFORMATION REGARDING r�` - : ® SINK AND WORK SURFACE JUNCTION BOX PLACEMENT AND DETAIL 11/A8.11 FOR ��i 28. RANGE WITH CONTROLS AT FRONT PLUMBING PENETRATIONS FOR ONE HOUR RATED ;� �. - "'+Iltl 1 v -/f' MOW / 29. HAND SHOWER WALLS. /� T / 30. RANGE HOOD CONTROL SWITCH PANEL West Hills \ ` II -"r ��� 13. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOOR jr1'- 11"j1'- 11"L 4, 2'-3" , jr FRAME DETAIL AND HINGE JAMB DIMENSION, 2/A8.11 Development 4A 4B 4C +-) 1'_ " L 4D FOR TYPICAL WOOD BYPASS DOOR HEAD DETAIL,AND 1'-0" 0 3/A8.11 FOR TYPICAL BIFOLD DOOR HEAD DETAIL. 14. SEE 13/A8.11 FOR TUB/SHOWER ENCLOSURE DETAIL 735 SW 158th Ave., AT WALL&FLOOR. MAINTAIN WALL AND FLOOR/CEILING Beaverton, OR 97006 4 UNIT 3.2 BATHROOM ELEVATIONS ASSEMBLY RATING AT ALL TUB/SHOWERS. SCALE: 1/4"y 1'-0" 15. CONTINUE FLOORING BELOW BATH LAVATORY CABINET A5.13AND KITCHEN SINK CABINET, FINISH WALL BEHIND CABINETS AT ALL GROUND FLOOR UNITS AT A MINIMUM. SEE 4/A8.12 FOR REMOVABLE CABINET DETAIL. UO0 0 Q 16. SEE 3/A8.12 FOR TYPICAL CLOSET ROD SHELF DETAIL © 0 2� © \� AND 1/8.12 FOR RAISED BAR DETAIL AT KITCHENS. c.. .)__„,..._ ` 17. ALL FIRST FLOOR UNITS REQUIRE BLOCKING FOR �' 'Ir O ( 7. - \' FUTURE GRAB BARS AS SHOWN ON INTERIOR O O RROR - N ELEVATIONS. PROVIDE BLOCKING FOR ALL BATHROOM `� ACCESSORIES AT ALL FLOORS. r \ 1 - N ` - \ 18. ALL FAUCETS TO HAVE LEVER HANDLES. 11� ® �'.� '}_ // 19. ICC/ANSI TYPE B ACCESSIBLE UNIT TUB/SHOWER NI ® b „D SURROUNDS SHALL BE FLAT WITHIN THE AREAS TO BE NNW �� '� N 1 4 int I 4 / REINFORCED FOR FUTURE GRAB BARS. SEE INTERIOR `�� �_ 11 ,�� - tTTI . Y t I / ELEVATIONS FOR REINFORCEMENT LOCATIONS. '' ` � r 20. SEE 6/8.11 FOR TYPICAL FIRE-WRAPPED RATED FAN L L 2'-6" J2'- 1" L BOX TENT DETAIL AND 5/A8.11 FOR TYPICAL RATED 3A 3B �1'''0" �2'.. 1 7/8" 3C 3D RECESSED LIGHT FIXTURE WHEN AND IF NEEDED. 21. SEE DETAILS 2 AND 31A8.12 FOR CLOSET SHELVING. 3 UNIT 3.2 MASTER BATH ELEVATIONS A5.13 SCALE: 1I4"= 1'-0" • i E a EXHAUST 0 ® ®I 4' . ' .. �I o 3720 , ER4 PATIO/BALCONY I•,.; PATIO/BALCONY ___..-.--i i DW 1 ' I 1 i---Y 14 �` IRS P iii A= 1 I �� .:. 1 ( n. a - �L ---I - I I . --I-- P() LAN OR 5A rn If JI IF 91 I 1- a I A5.13 5B I I 1 i Unit 3.2 SO KITCHEN BEDROOM 1 BEDROOM 2 PTHC B2 KITCHEN 1 24A BEDROOM 1 BEDROOM 2 CN 'FF o Enlarged Plans r " ELECTRICAL ( CPT SV PANEL _ '- il 6 _ ` lir_ .1 _J""-� 10 9 112 4' 10 5/8" 5 6 3/8 .1 2 4 -- D2 / _ 5'- 11 1/2" PANTRY - D4 C1 ' Cl 24A LIVING/DINING - I I LIVING/DINING ,_. j__ I la' I1 > NH e' L 24A 124 N U U LINEN I I I i 1 I D2 io ai D1 / +8' - 0" TYP o 1 pit _�-� CLOSET �/ I co C cPT SV l � 3'_D 7/8„ 24A CLOSET to 24A 4 l ' '` �`1 i Ni en 0 `; I I I I I 1 ""L■ -� EC w ___. u # Date Description - • • • • CI 4A ---- Revisions t� I _ _ 41) D1 i D = 24A U = MBA H �--l_i 24B ID I--1D A5.13 •B JANUARY 12, 2017 a) TF •4.-6AirLAkJN RII�_ BATH- lc , Cl D1 ClC1r ._ - - �A z1A 61 BATH i Date irn I. .. . - - � ..� _ ::4'• _ �� LAUNDRY t , 4C I' _ r I BB, KB, SM 41110 W �.. - I I D1 3D 3B J A5.13 1El I I Designed ��� B ,:it �� Y 6 8 IF : :.: V MASTER BEDROOM 3C v MASTER BEDROOM f1.;1:- ':.�. S 114" 2'- 11' r s" 11'- 1" ; Drawn By it-- :•Cl. t :• , j- _ t- CLOSE u) EXHAUST ` ,..1: I y Checked By E \ - _=s::Y: - ::.4. •:•.;:i-,,-•-:...:'- '': '.r', - - r.'.J 1. - __ 17857 - - i.• l -' - '- I Project Number 'IS ki 13'_3" ; 4'-8" L 0' 2' 4' 8' A5 . 1 3 2 UNIT 3.2 CEILING PLAN 1 UNIT 3.2 PLAN rillimilmilliml Sheet Number I iiiSCALE: 114"= 1' D" Copyright 2018 cQ A5.13 SCALE. 1/4"= 1'-0" A5.13 If this drawing is less than 24'x 36",it has been reduced. Scale accordingly. 4) X ELEVATION KEYNOTES o a 1. SHOWER CURTAIN ROIL 2- TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS, GOSEE DETAIL 5/A8.12 k . 4. LIGHT FIXTURE CENTERED OVER MIRROR - 5. TP DISPENSER @ 19"AFF 6. 18"TOWEL BAR @ 48"AFF(45" IN TYPE A UNITS), PROVIDE BLOCKING 7 UNITS), ROVIDE BLOCKING 5" IN TYPE A Otak Architects, Inc 8. BASE CABINET WITH DRAWERS 9. REMOVABLE CABINET, CONTINUE FLOORING I UNDER CABINET. SEE 4/A8.12 FOR KNEE CLEARANCE REQUIREMENTS WHEN 808 SW 3rd Ave, Suite 300 REMOVED AND SUPPORT. Portland, OR 97024 10. GRAB BARS, PROVDE BLOCKING, SEE DETAIL 5/A8.12 Phone 503.287.6825 11. LINEN CLOSET W/REMOVABLE SHELVES Fax 503.415.2304 12. RANGE HOOD UNIT WITH WALL CONTROL SWITCH 0D 13. APPLIANCE)F BASE (CONTINUOUS N WHERE APPLICABLERiver Terrace - - - - - -- - - �r--- 4 14. OPEN SHELVING 15. MICROWAVE WITH BUILT-IN RANGE EXHAUST HOOD East-Clubhouse 16. PLASTIC LAMINATE COUNTERTOP WITH 4" BACKSPLASH AND SIDESPLASH WHERE IF It it OCCURS IN OTHER UNITS r'''''-' 17. VANITY DRAWER UNIT CABINET • East Side of SW Roy / _..__..w 1- --- ___ I 18. SINK BASE CABINET, TYP 19. PAINTED GYPSUM BOARD SOFFIT Rogers RD, Tigard, OR / �- l I N 20. PLASTIC LAMINATE COUNTERTOP AND TILE / j •- BACKSPLASH,TYP / , 10` 6 112" ,� `;' 21. PLASTIC LAMINATE BAR TOP ' 5 22. STANDARD WALL CABINET WITH NO SHELVES - . 23. STANDARD WALL CABINET WITH (2) \ I- -j � I ADJUSTABLE SHELVES N 10'-7 314 ) r- I I 24. STANDARD BASE CABINET WITH DRAWER& _l L--_.,1i �����j y,,1 ADJUSTABLE SHELF \ J21E i.- '.- ----^ A7 A7 25. COUNTERTOP MICROWAVE, PROVIDE BY OWNER OFFICE 1 OFFICE 2 26. SHORTER REMOVABLE BASE CABINET AT D5� WORK SURFACE WITH DRAWERS& �• - -1 A:.1. SHELF 27. SHHOTERR RMOVABLE BASE CABINET AT 5'-r". ' 11 3/4" SINK AND WORK SURFACE 1 o;-- 3:1. I 28. RANGE WITH CONTROLS AT FRONT 4'-0" 29. HAND SHOWER STORAGE 24B I 30. RANGE HOOD CONTROL SWITCH PANEL West Hills •_.,,, A2 Development 0 ° 735 SW 158th Ave., , 3A Beaverton, OR 97006 N. • ' 3D A5.14 36 M LOBBY ID C ` I C l ..ca• AB \ 6 3c..REST 2 o - I ' IL - - � 13'- 05/8" L- • , \ r © ''I / .° CO Cill CV io13 /, v cif 1 En Ai_ r ► �► '• 24B 3'-0" 2 718" •y1' -6"L. 0 - (H. .. . , .1 i .,_ 3A 3B 3C 3D REST-1 2A 24 111:- D3 2; A5.14 2B r AE 3 RESTROOM 2 1 I: 11 A5.14 SCALE: 1/4"= l' 0" (01' 2G - _ r - °. - r"II I 1 I 8 -3' # CENTER DOOR �` r•' T 0 tii ON CLOSET L-'117-177 . ;1' 11 `1 i *. 04 - ,:t1 ?Li N CLA9 3720 ' zo MULTI-PURPOSE BREAD R.FI_ NCR fq • rp2r7 o 0 a 25'-- 1 1/2" �Q �{A D, Q © 24A i ® ...1-7-_-_---,:7:-T---7_ , ,, _ 2 \ 1 CI A,---_____ . ...i CI \ Q 6 �` - MIRROR 3' -2" r--7-. -- ..- --- -- '-.._- �> M \� o / O. 10� �I r _ EQUIPMENT BY _.i!!.6. GI v-- / Clubhouse/Leasing N = 4 I N \ � ^ T f J I (..? OTHERS,TYP �_ _ _ _ Enlarged Plan E, © ', I �� `r' D1 i O Ef 3'-3518" 1'-6" 2A 2B 2C r 2D I 2 RESTROOM 1 A2 A5.14 SCALE: 1/4"= 1-0" o- N I C) e- 1 # Date Description 11; L� Revisions JANUARY 12, 2017 y - Date D -J 0 - - BB, KB, SM 0 C.) Designed By 8 WY,2D I-- I Drawn By Checked By api E D 17857 oProject Number cr in N 16 A5 • 1 4 to D N 1 6 0CLUBHOUSE/LEASING ENLARGED PLAN 2' 4' 8' CCopyright 2016© LEP11111116if this drawing is less than 24"x 36", it has s A5.14 SCALE: 1/4"= 1'-0" been reduced. Scale accordingly. rc CEILING PLAN LEGEND 0 a L� �, � , VAULTED CEILING • • :. DROPPED SOFFIT 8'-6'"AFF EXHAUST ' J y y + XI-XX" DROPPED SOFFIT CEILING HEIGHT Otak Architects, Inc .-•----- r-•--t a .--. I •--- ---- - V-0" F. I - - APPROXIMATE ASSUMED DUCT RUN *--�--1II ---' ' +7'-o" - 'i"4p'--"—' 808 SW 3rd Ave, Suite 300 Portland, OR 97024 Phone 503.287.6825 1 Fax 503.415.2304 1 _ 1 ii . . . . I' ..1. -:::;.:',1 River Terrace EXHAUST N i East-Clubhouse '- +g'_0" +8'-0° I .-- I'-. +8'-6"TYP 1,_ 'lt East Side of SW Ro _ Rogers RD Tigard, OR EXHAUST ---\\_ ., --. . ;c4:•,__ ..... . ::'?:.:'—';';:-:1-':.: Y-ti1 1lf', :`{ to ,....-.,,,...,:_-_, .;-:_,;-:::.1.,,.7._:: -. :, -:,- 1- +7' 0 TYP +7' 0"TYP I ,•r r r� 11 EXHAUST I 1 0 1 - EXI�AUST Ryv 1 Q 'I' +7'-0" ...____1.71 1 [ __J.!. ["-..."'i:.::-.1.-. '....T. f +8'-Q 4'*v.. I , �' ♦ ♦ West Hills l .....400, ' 1 r ttlel‘,,t:r'®#.4 �' Development +. , s---.' _ �� _ 21411.411p# 735 SW 58th Ave., j♦ _--- - Whk i 0 VSA ♦ 1 Beaverton, OR 97006 2 SECOND FLOOR CEILING PLAN A7.01 SCALE: 118"= 1'-0" • EXHAUST cli oiid Q v \ 13 I\ /1 1` ._____u___, o 0 0 0 IN A x Nx K /i F ,.. .--,. .� ♦ __. �� / 1'-0 i , V NX / I — — — — x I -, \•.,�` • `'. , ' 3728 • yAttl �/ N IG _ it, +$' a H , _ / ♦ ®Ali . BRIAN R.F EENER ci Iv5 ` _ I !ill, t ifr,..,4_, E . . • .%0R LA 2 EXHAUST _ •,• .•:: --- SOFFIT DEPTH -1` I I, I { I I, ,_._ .., 404' �' ; AND WIDTH PER • I *S4,#. ♦ , . . 1 OF C 7 M 1-: MECHANICAL .' -F I ' v .A.::: ` REQUIREMENTS ' - •':I` _ _ ,• •••_. ,... . _.. y ' , , Clubhouse N1_' y ... . ... ...,-,— .!--, ^ - ..7 ■ ■ - ; -�� I Ceiling Plans I r � ai - f:14'-0" ft3 0 EXHAUST ___ _ I____ 17'-0" \— 7'-0" El "T ; 1 I ' 111 I -'1 I I � ..:_ii.0I: I +8'-0" ..1 o 6 CB ���- � 1 • I # Date Description it (71-8- 8.03J -�:.:.. co I Revisions 1:-,','•:•:- I U _ le 4 -a JANUARY 12, 2017 cn 1 o lS ■ I,--4_ I - II Date U 1-711--.11.--4 r--i 0 B6, KB, SM � EXHAUST i Designed By I WY,ZD El Drawn By .5 c© r -- J KJ, BB NOTE: THIRD FLOOR VENTING THROUGH ROOFII Checked By E 17857 8 Project Number FIRST FLOOR CEILING PLAN 3 THIRD FLOOR CEILING PLAN1V7 0 I D A7.01 SCALE: 1/8"= 1-0" A7.01 SCALE; 1/8"= 1'-0" ■ C5 Sheet Number '6 Copyright 2016© LT_ If this drawing is less than 24"x 36",it has '..gbeen reduced. Scale accordingly. a) rt • 4ERAIN SCREEN VENEER SOLDIER 4"x12"BRICK FURRING-DO NOT HEADER, SEE LAP FLEXIBLE FLASKING PLACE OVER WINDOW STRUCTURAL COURSE AT HEAD ` LAP WEATHER � * I.: [ SEE PLAN OBER CEMENTT SID NG FLANGE F BER CEMENTNOTES WEATHER 1i \ BARRIER OVERo . . a -1. CHECK WINDOW ROUGH RESISTANT i II ' 1 FLEXIBLE AND --- I H ,i;,_. r. .. '4 SIDING !1 SEE PLAN OPENING FOR LEVEL, BARRIER ;,� RAINSCREEN FURRING MTL FLASHING � 1'', �, ; ,I i PLUMB,AND CAVITY DRAINAGE �i. -.I INSECT SCREEN WI 114"AIR ? HEADER, SEE LAP FLEXIBLE "• CUT HEAD FLAP AT 45 r•} 11 -y i SQUARENESS. IN MATERIAL { ;,, SPACE MIN AT BOT OF RAIN , STRUCTURAL FLASHING OVER DEGREES AND SECURE IT ; ADDITION,VERIFY- I SCREEN, DO NOT CAULK I NAILING FLANGE - ix MDF TRIM, AWAY FROM THE THAT THE OPENING LAP WEATHER •F . � ; 1 LAP WEATHER OPENING. \ d WILL ENABLE BARRIER OVER # I ., I i; PAINT BARRIER OVER I 46° tri- MANUFACTURER'S THROUGH WALL7 1 EXTERIOR �, UNITFLEXIBLE AND - 11�I == i i \ REQUIRED CLEARANCE METAL FLASHING ` 1 So i i,• MTL FLASHING Ij END DAM - �. AND FLEXIBLE ; SEEr -.41IN . AT HEAD AND JAMBS OF �' WINDOWS. IF THESE '44FLASHING OVER II ;;i 1"x4" FIBER 1 1 PIAN IN ECT SCREEN \P� Jit \� INSTALL WEATHER STAPLE DOWN 118" S \ .I '�` RESISTANT BARRIER CLEARANCES ARE NOT METAL FLASHING " CEMENT TRIM, -'� W/1/4"AIR SPACE r (WRB) IN A MECHANICAL, AVAILABLE,THE CORRUGATED PLASTIC iy incNWEEPS AT 12"OC --/ •f UNO F MIN AT BOT OF \�I ?" FLASHING PROFILE Otak Architects, i WINDOW SHOULD NOT BACK DAM. POSITION IT ,' % 1 FILL GAPS WITH RAIN SCREEN DO SHINGLE LAPPED STYLE " - W j FILL GAP BETWEEN `�� 9"'' BE INSTALLED AND THE 112 IN FROM THE BACK SOLDER COURSE -� I'=_;1 EXPANDING FOAM f t K 1"x 4"FIBER 808 SW 3rd Ave, Suite 300 AND SEAL 1T WITH WRB �, • J SEALANT FRAME AND SAMF - f •�r NOT CAUL CONSTRUCTION SUPER- OF THE OPENING AND r"" CEMENT TRIM, UNO Portland, OR 97024 MANUFACTURER'S 49P - W/EXPANDING FOAM �•: ; / ��� .1 - 1 INTENDENT SHOULD BE WITH ENOUGH SPACE DRIP EDGE AND • -;--V- _ END DAM _ / 4, •:-'.: ; -,.- SEALANT ALL AROUND -- _ 1 Phone 503.287.6825 -�� INTERLOCK WI -'"- I'' •� °"" • . APPROVED TAPE. -- tl BEYOND, - FILL GAPS WITH NOTIFIED. FOR INSTALLATION OF END DAMS ON L a h\ RETURN WRB IN TO JAMBS THE WINDOW, SEE THROUGH WALL • OF WINDOW OPENING. 1 &2/A8.01. FLASHING W/ ./.Y -�- fl I `•`,,,•' ••••L__ EXPANDING FOAM Fax 503.415.2304 HEMMED EDGE -/ • WRAP SAMF INTO --� /_I END DAM METAL HEADNG SEALANT SEALANT ALL RO /f ��■ WRAP INTERIOR STEEL ANGLE- ��� OPENING W/GYP BD SEE STRUCTURAL AROUND WINDOW / �� SEALANT WITH IN7 _-. _ BACKER ROD AND SEALANT SEALANT ■� PROFILEEND DAMS SET AROUND WINDOW River Terrace _ SEALANT ALL \ �I FLASHING ONTO SEALANT LAP FLEXIBLE FLASHING V NOTE: PROVIDE WOOD DOOR FRAME / NOTE: PROVIDE BEDDING JOINT East-Clubhouse OVER NAILING FLANGE - WEATHER WRAP WEATHER WRAP VINYL"NAIL FIN" / V NOTE: PROVIDE VINYL"NAIL FIN"WINDOW AS PER 13/A8.01 AS PER 13/A8.01 WINDOW WEATHER WRAP A5 PER 131A8.01 STEP 1 STEP 2 East Side of SW Roy 12 WINDOW HEAD AT BRICK 8 UNIT DOOR HEAD AT FIBER CEMENT 4 WINDOW HEAD AT FIBER CEMENT Rogers RD, Tigard, OR A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1.-0" elnINSTALL THE WINDOW BY 1" APPLYING A CONTINUOUS BEAD OF 1 x MOF SILL, PAINTED1 1 x MDF SILL, PAINTED SEE PLAN -� FILL GAP BETWEEN FRAME UNIT MANUFACTURERS JAMB STUDS, SEE PLAN AND SAMF W/EXPANDING JAMB STUDS, APPROVED SEALANT SEEI FOAM SEALANT - - 1 X TRIM, PAINT SEE INSTALL FLEXIBLE BEHIND THE JAMB AND �. t•.Y` WRAP SAMF INTO RO, PLAN STRUCTURAL STRUCTURAL SAMF IN THE HEAD FLANGES ONLY .,' f ; ;; LAP WRB OVER SAMF r s: WINDOW SILL AND (NEVER THE BOTTOM) A SEALANT ALL �1 EXTEND IT UP JAMBS 6" AND SECURE IT TO i N SEALANT ALL ON EACH SIDETHE FRAMED OPENING WINDOW ! I ,.`` °:,-' "" ::` 'r `''': � AROUND ; OVER THE WRB PER THE WINDOW �'" I , MI WINDOW Nov- PRESS PRESS THE FLASHING 7111 MANUFACTURERS r SHIM AS i,ALONG THE FRONT OFSPECS. f- SHIM ASr :, Ir ... REQUIRED IIt �+�` ,I �+ THE SILL AND INTO THE % REQUIRED BY MFR, FILLWeS ��IS CORNERS USING A 6Y MFR, FILL + GAPS WITH ROLLER TO ROLL IT \ GAPS WITH I 4� \ DOWN FIRMLY FOR NOTES EXPANDING -__.- _.. . /:._- - ..•._._------ -1 \ f FOAM DING - S -._- - -w- :.: DeVe�OpCl1en �I SEALANT - I �. -- I>�.I - GOOD ADHESION, 1. CONFIRM SEALANT IS SOEAALMANT - 1 ."' - ` ` 735 SW 158th Ave., �' - , . .� VINYL"NAIL • • Beaverton, OR 97006 TO CREATE COMPATIBLE WITH SAMF , ��r�,___ .� FEN"WINDOW WINDOW PAN FLASHING. AND FLEXIBLE SAMF VINYL"NAIL ,J FIBER CEMENT SIDING BEFORE USE IN WINDOW FIN"WINDOW j - � •, 3/2' INSTALLATION. " I a• •= a• BACKER ROD&SEALANT S , ' BACKER ROD&SEALANT 112 FIBER CEMENT SIDING RAIN SCREEN FURRING, DO NOT PLACE OVER PROVIDE SEALANT DAM 4 „ BLAP WEATHER ARRIER INTO RESWRAP RAINSCREEN FURRING METAL J-TRIM INTERLOCK WI WINDOW FLANGE SEALANT IMMEDIATELY BEHIND END DAMS OF HEAD LAP WEATHER WINDOW AT INTERIOR OF FLEXIBLE FLASHING OVER FLASHING AND WEATHER LAP RESISTIVE BARRIER SILL AND UP JAMBS 1" 1"X 4"FIBER INTO RO,WRAP WINDOW FLANGE AND SEAL CEMENT TRIM, UNO EXTERIOR END DAMS OF SILL PAN AFTER WINDOW TO FIN NOTE: PROVIDE FLASHING NOTE: PROVIDE FLEXIBLE FLASHING INSTALLATION4"x4"x12"BRICK VENEER CORNER WEATHER WRAP BACKER ROD&SEALANT 1"x 4"FIBER WEATHER WRAP OVER WINDOW AS PER 131A8.01 WOOD DOOR NOTE: PROVIDE CEMENT TRIM, UNO AS PER 13/A8.01 FLANGE AND SEAL TO STEP 3 STEP 4 FRAME WEATHER WRAP FIN AS PER 13/A8.01 11 WINDOW JAMB AT BRICK 7 UNIT DOOR JAMB AT FIBER CEMENT 3 WINDOW JAMB AT FIBER CEMENT NOTES 1, INSPECT WINDOW FRAME A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1-0" MITER JOINTS AND NAILING FLANGES FOR DAMAGE AND - REPAIR AS NECESSARY. 1 x MDF TRIM, 1 x MDF TRIM, 2. NO WINDOW GAPS ARE INSTALL 6"WIDE SAMF \ APPLY 6"WIDE SAMF NOTES PAINTED PAINTED ALLOWED AT WALL FINS OF ON EACH SIDE OF THE \ ACROSS THE WINDOW 1. JAMB SAMF SEALANT ALL WEATHERSTRIPPING A SEALANT ALL /\/ FACTORY MULLED WINDOW JAMB Vii; HEAD. EXTEND BEYOND SHALL BE AROUND WINDOW BETWEEN JAMB AND V i•■■! METAL DOOR, AROUND WINDOW THE JAMB SAMF. DOOR ALL AROUND,TYP - ■■■ SHIM WINDOW AS WINDOWS. OVER THE WRB AND INSTALLED SO THAT SHIM WINDOW AS I ■■ SEE SCHEDULE WINDOW FLANGE. THE HEAD SAMF REQUIRED BY MFR -. WEATHERSTRIPPING ■■ APPLY CONT SEALANT REQUIRED BY MFR 3. CHECK WINDOW FOR SAMF SHALL BE ",., � WILL LAP VINYL"NAIL BETWEEN BOTTOM OF ��I AT THE FRONT&BACK PROPER TYPE AND SIZE \ ■■ OF THE UNDERSIDE VINYL"NAIL FIN" ROLLED DOWN WITH ',. OVER A MINIMUM OF FIN"WINDOW DOOR AND THRESHOLD •K■ WINDOW FOR LOCATION. l �. a■■ OF SILL PAN&AT THE SMALL, HARD ROLLER TO 1"AT THE HEAD CONTINUOUS SEALANT 4• AFTER THE WINDOW IS PUT ENSURE PROPER 1„ DOOR THRESHOLD - ■■ SACK OF THE SILLN-N ---, INTO THE ROUGH OPENING ADHESION. PROVIDE MIN 2 'I SILL PAN FLASHING �� PAN FLANGE BACKER:DI:::ALANT ' ow- WEEPS WEEPS AT , SET IN SEALANT M APPLY CONT BEAD 1"x 4" FIB �` \ 20 IT SHALL BE ADJUSTED TO ✓� CEMENT O1 \\l ROWLOCK SILL S L, �y - ... `...\7 -- .1"1.- . %>, -1 BRIAN Ri F ENER It a- WRAP OPENING W/ / H OF SEALANT BTWNR. ENABLE THE MANUFACTURER'S 2. INSTALL OPENING AT JOINT ;, SAMF, LAP OVER \ / - E3ACK OF DOOR RAIN SCREEN .•, 5 f2 MINIMUM AIRSPACE BETWEEN HEAD FLASHING BRICK SILL I - ;ill WRB, CONT BEHIND SILL AND SILL PAN FURRING TO 1111 ; �- -` ! 1`]THE WINDOW AND THE JAMBS JUST AFTER THIS �I1I r N �� STOP SHORT OF MTL FLASHING DECK LEDGER /� C1.LrPORTLA 4R r .• NAIL FINAND HEAD. STEP AND BEFORE WITH DRIP EDGE, �� ` _ • a . .. FLEXIflLE FLASHING 1 • . \ NEXT STEP WHEN WRAP UNDER _.,41.,A‘ E - -_ a I� IIII ,' �'• I �+ .�._ -,A,..._ __2 aL / : 1 I / ' 1(:. SEE OF OVER 118 r ;_ 5• INSTALL WINDOW UNIT PER NOTED IN DETAIL. WINDOW FLANGE �' CORRUGATED PLASTIC MANUFACTURER'S INSTRUCTIONS WITH HEMMED I �� WITH MANUFACTURER'S RECOMMENDED EDGE I BACK DAM AND DOWN � ;1 • PLAN MATERIALS AND FASTENERS. CLEAN Ntit .his GROUT SOLID r II11 20 GAMETAL FLASHING _� ,i '/ EXT OVER WRB y 1 , WINDOW SEALANT OFF BUILDING I ; I WI DRIP EDGE, NOTCH ( �� / FLEXIBLE I! SEE FLASHING AROUND ! l SEALANT / SUBSTRATE,WRB AND WINDOW FIN. FELT UNDERLAYMENT I J'tiA'1 DO NOT INSTALL SAMF UNTIL FLASHING OVER PLAN JOISTS AS REQ'D-SET IN I I1 / 1. 118"CORRUGATED • //// MASTIC, LAP UNDER SILL CENTERED OVER TOP OF WEATHER " �' WINDOW SEALANT HAS CURED. i I�. EXPOSED JOISTS,TYP 3 WIDE ; PLASTIC BACK i= PAN RESISTIVE BARRIER l I 1 " NOTE: PROVIDE Exterior Details `r' DAM AND DOWN / r FIBER CEMENT 1 WEATHER WRAP 6. DO NOT SECURE WINDOW I PT LEDGER, SEE STRUCT SEE 7/A8.01FOR 1 AS PER 13/A8.01 I EXT OVER WRB 111 JAMB& 81A8.01 FOR SIDING �� � THROUGH NAIL FIN AT HEADNOTE: PROVIDE WEATHER '! /1 _ '3 Cs1 OF WINDOW UNLESS APPROVED RESISTIVE BARRIER WEATHER WRAP WRB, LAP UNDER SAMF , HEAD DETAILS RAIN SCREEN '° BY WINDOW MANUFACTURER. AS PER 13/A8.01 ; a i FURRING ai 4"x4"x12" BRICK VENEER STEP 5 STEP 6 , WINDOW SILL AT BRICK 6 UNIT DOOR THRESHOLD AT DECK 2 WINDOW SILL AT FIBER CEMENT A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" NOTES /\/ - WEATHERSTRIPPING 1. WHEN OPENING HEAD TAPE THE 45 DEGREE BETWEEN JAMB AND 1■■ LOWER THE HEAD FLAP EXTERIOR UNIT FLASHING IS TO BE CUTS WITH SAMF. RAIN SCREEN DOOR TYP MIR N •• OF THE WRB OVER HEAD INSTALLED PER DETAILS, TAPE THE WRB FURRING - er AND JAMB SAMF. pie. SEAL WRB TO HEAD DOWN ACROSS THE ALIGN OVER PROVIDE WEATHERSTRIPPING ea BETWEEN BOTTOM OF �'i FLASHING WITH SAMF. WINDOW HEAD PRIOR TO WALL STUDS INSECT SCREEN WEATHERSTRIPPING DOOR AND THRESHOLD �.. AT TOP AND BETWEEN JAMB AND DOOR, m SIDING. BOTTOM OF ALL AROUND,TYP 5"x36"ALUMINUM •› VINYL WINDOW 1 2 05.18.17 Plan Check Responses FRAME - - RAIN SCREEN THRESHOLD -1 APPLY CONTINUOUS p cC �� • �L �T OPEN SPACE SILL PAN FLASHING E BEAD OF SEALANT # Date Description o � � WINDOW I / I BETWEEN -- BETWEEN THE DOOR to �a METAL DOOR, SEE SCHEDULE SET IN SEALANT Revisions p a. FRAME NAILING I I FURRING SILL AND THE BACK OF o FLANGE ai ' DASHED �y� r I WEATHERSTRIPPING DECK , • THE SILL PAN JANUARY 12,2017 w + BETWEEN BOTTOM OF WATERPROOFING o . �',. DO NOT LAP V DOOR AND THRESHOLD SYSTEM Date A '* RAIN SCREEN NOTES �- SCI I L FURRING OVER � iir- KB 0 1. APPL RAINSCREEN, EXTERIOR \ r ALUMINUM THRESHOLD SET ° q WINDOW 1 /r IN FULL BED OF SEALANT Designed By „ \ TRIM,TRIM FLASHING AND SIDING FLANGE �' ; yrs►r,,,:�o�,uaw(� i,ilii.,;r,:;c,:4���sa�r����nui,,i,II iI.,i1,;12, �,' 'tl ONLY AFTER ALL THESE STEPS I - _f. ' ; , KJ,WY, NE, NM,ZD 41) ARE COMPLETE. INTERUPTED L �► CONCRETE SLAB, SEE ..r.-_-.7_1�� -==_ _�► RAIN SCREEN x STRUCT Ij Drawn By 2. SEE 9/A8.01 FOR RAINSCREEN % APPLY CONTINUOUS m FURRING FOR r ! i SEALANT AT THE FURRING DETAIL _ SLOPE 2 ! i BB, KJ K %4.4-fir . " VENTILATION - - a FRONT AND BACK OF HOR1ZONALLY uNDER /f - '- ' 111i t 1 i 1 i 11i fl- !J) »»)Ti--t, THE UNDERSIDE OFtu Checked By STEP 7 STEP 8 WINDOWS v T y < a WRAP OPENING W/ i THE SILL PAN AND AT 17857 0 i i THE BACK OF THE U - -- a SAMF UNDER SILL a° WRB TYPICAL, -�� a PAN &MTL E SILL PAN FLANGE Project Number f SEE 13/A8.01 FLASHING &CONT E FURRING TO NOT BE 1 FOR ADDITIONAL SEE 71A8.01FOR JAMB NOTE: PROVIDE 'J` INFORMATION - PLACED OVER WINDOW BEHIND LEDGER i WEATHER WRAP & 81 A$.01 FOR HEAD ;' FLANGE DETAILS •-o AS PER 13/A8.01 0 _.--:---- AS a 0 1 a Sheet Number iii 13 EXTERIOR OPENING WEATHER WRAP (TYPICAL ALL OPENINGS IN EXTERIOR WALLS) 9 RAINSCREEN AT WINDOW (SIM OTHER OPNGS) 5 DECK DOOR THRESHOLD (GROUND FLOOR) 1 DOOR THRESHOLD AT DECK Copyright 2016© Y SCALE: 1/2"= 1'-0" SCALE: 1"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1-0" If this drawing is less then 24"x 36",it has 5- A8.01A8.01 A8.01 A8.01been reduced. Scale accordingly. N Gt 2'-6 112" �, 1 -6" PLYWOOD SHEATHING 'lr--• WEATHER RESISTIVE , � 1 � ;. 4"x4"x12"BRICK 1 BARRIER V C I. J I. m �' LAP FLEXIBLE FLASHING - � WATER RESISTIVE BARRIER FIBER CEMENT PANEL i• ;- OVER METAL FLASHING VENEER SOLDIER LAP OVER MTL FLASHING 4" 1 OR BOARD&BATTEN LAP WEATHER I. [ . �. BARRIER OVER COURSE AT HEAD ,' ` MIN, LAP WRB 6"MIN SEE ELEVATION C FIBER CEMENT SIDING 0 . a :. ‘ WEATHER / �4 �: r. I SEE PLAN �r ff1r ®... c I I SEE � ....i ° - FLEXIBLE AND RESISTANT I 1 I /L RAINSCREEN FURRING MTL FLASHING : . °•' RAIN SCREEN W/ '�., / i PLAN L BARRIER ---••••••• • I f:•: 1 RAINSCREEN FURRING I I INSECT SCREEN ! r -� INSECT SCREEN W11/4 AIR / y-- HEADER,SEE I i • m .. . y . I I W/INSECT SCREEN AT SPACE MIN AT BOT OF RAIN / CAVITY DRAINAGE h T t/ BOTTOM a -m< I 1;. STRUCTURAL_ MATERIAL / I l `„ � ..._. r _ .... F _ i / / I -- 1x MDFTRIM, LAP WEATHER =, I I! : � 1 NO SEALANT . SCREEN, DO NOT CAULK , r m I• M `'- 1, Z - i_° { PAINT . '. 11 1x MDF TRIM, to PRE-FINISHED t MTL FLASHING WI DRIP I- = , I5G PAINTI� ® EXTERIOR INTEOR/ T! SET IN SEALANT / , Archites11C 808 SW 3rd Ave, Shite 300 _ 2� I/ '` �� `` FIBER CENMENT A 1"x 4" FIBER I PLAN FLASHING OVER �/ I I! 0 I/ TRIM 514"X4" �� ! • N PROVIDE MLN 2 1/ 1 112" I' :. CEMENT TRIM, UNO 1 METAL FLASHING I 1=, Portland, OR 97024 WEEPS AT I ! �" 's'' 1 1 ! „ -. f Phone 503.287.6825 w ROWLOCK SILL t SOLID BLOCKING AT / FILL GAP BETWEEN -� '; WEEPS AT 12 OC - Y FILL GAPS WITH '• ��� -- '► AT JOINT L L I/ FLASHING PROFILE JOINTS .� FRAME AND SAMF ; / W/EXPANDING FOAM , DRIP ANDS . ;` EXPANDING FOAM FaX 503.4)5.2304 0 I 1/ FIBER CENMENT `i • i / SEALANT FLORENCE 1570-16 SDAF MAILBOX MODEL BRICK SILL j I TRIM 1 X 8 SEALANT ALL AROUND I,;. _ END DAMS ON 2 Co y k - jp '` THROUGH WALL -��� z WEATHER I% RAINSCREEN FURRING :' : •- -- FLASHING W/ 0 RESISTIVE BARRIER --� I 4 WRAP SAMF INTO ,400:---_______-- - HEMMED EDGE / MAILBOXES MUST COMPLY WITH ACCESSIBILITY ¢ I f I G RO ,..- END DAM STEEL ANGLE- ' REQUIREMENTS. CUSTOMER COMPARTMENT 7 / SEALANT i River Terrace REACH RANGE MUST BE WITHIN 48"AND 28" , e i' SEE STRUCTURAL AFF. w r^^ - LAP FLEXIBLE FLASHING / UJ r t SEALANT V FLASHING PROFILE co 1"AIR SPACE,TYP. _1/4" I / �- I'1 / OVER NAILING FLANGE SEE 3/A8.05 FOR PLACEMENT ON SITE1 Lu 1', h / r r WOOD DOOR FRAME NOTE: PROVIDE BACKER ROD AND SEALANT NOTE: PROVIDE East-Clubhouse r/// WOOD DOOR FRAME Y 4"x4"x12"BRICK VENEER \./12:1__ `�`� AS PER13/A8.01 WEATHER ASPER 13/A8.0WEATHER 1 East Side of SW Roy 20 CLUSTER MAILBOX ELEVATION 16 CAP AT BRICK 12 CORNICE DETAIL AT FIBER CEMENT 8 ENTRANCE DOOR HEAD AT FIBER CEMENT 4 DOOR HEAD AT BRICK Rogers RD, Tigard, OR A8.02 SCALE: 112"= 1'-0" A8.02 SCALE: 3"= 1-0" A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"= 1'-0" SEE 4"X4"X12" BRICK VENEER INTERIOR PLAN -;. : ....., .1: r -,:• =.a-.-:�,:,::•, : •-> >:-•-,-,_:...,.:- •' -�•>�-•:� EXPANDING INTERIOR PE SEE . � !.. FILL GAP BETWEEN FRAME FIBER CEMENT SIDING, AND SAMF W/EX ELEVATIONS FOR TY % ,, T FOAM SEALANT 1 X TRIM, PAINT MTL FLASHING WI • I I r i.` WRAP SAMF INTO R0, FLAN DRIP EDGE, SET IN r TYPE X GYPSUM BOARD SHEATING AT 1-HR LAP WRB OVER SAMF SEALANT _._ FRAMING,SEE STRUCT RATED FLOOR/CEILING/ROOF, OMIT GYP.AT %. r ! NON RATED LOCATIONS A MTL - _I NG MIN I 6M y J A / ! / '" FLASH 6" / '= SEALANT ALL 1 \ SEAL @BASE PER AROUND 'L. ....-''-'112', I"r 1 I ° ' WRB MFR /j '� WINDOW - - " `'� - --11 / 1 SAMF, LAP MTL FLASHING I West Hills t SHIM AS -.t - - 1 / II _!� _ :' il •, - t'44 1 \ 1 X 8 FIBER CEMENT Q:; I `A REQUIRED 9 j II P 112"MIN f:,: `1 "':.- 1 TRIM, UNO • �, Development BY MFR, FILL ' 1:: ' "L -1 _ /I ; GAPS WITH _ : i ,E - -1 RAIN SCREEN & INSECT d /11 1 735 SW 158th Ave EXPANDING �� II ! 1� ° _' • - - SCREEN - iI 7-- '4.-/-i FOAM e _ ' II' �_':° ; ;, �- Beaverton, OR 97006 SEALANT _� ; I Y �_7�/ - ► y 1 / MTL FLASHING W/•�/' I.y FIBER CEMENT ;I �; 1VINYL"NAIL BACKER ROD&SEALANT �'4 DRIP EDGI=, SET IN / f� FIN"WNDOW WRAP OPENING W/W'= X SOFFIT PANEL FIBER CEMENT SIDING SEALANT ��/"� � J-TRIM W/HEMMED • • RAINSCREEN FURRING BACKER ROD&SEALANT RAINSCREEN /�\ EDGE AT CORNER 1 F-CHANNEL / WRB, SEAL OVER RAINSCREEN FURRING RAIN SCREEN I Lf_ METAL TRIM ' - SEALANT RIPPED 2 X WOOD DOOR FRAME FURRING,TYP I,_: SEE 1"X 4"FIBER EXTERIOR HEADER, SEE STRUCT WINDOW FLANGE ; - " RAINSCREEN LAP WEATHER RESISTANT PLAN I CEMENT TRIM, UNO FIBER CEMENT TRIM BARRIER OVER 12" EXTERIOR • I I F:- • FURRING V BACKER ROD&SEALANT GARAGE DOOR PER MFR FLEXIBLE FLASHING f'= l-- NOTE: PROVIDE NOTE SEE 13/A8.01 FOR 1 :: n l '' WOOD DOOR WEATHER WRAP /\/ ADD'L WINDOW FLASHING CENTERED ON CORNER ` 1 ! FIBER CEMENT FIBER CEMENT SIDING �V/ FRAME AS PER 13/A8.01 INFORMATION. SIDING 19 WINDOW MULL 15 BRICK AT FIBER CEMENT (INSIDE CORNER) 11 FIBER CEMENT SOFFIT INSIDE CORNER 7 ENTRANCE DOOR JAMB AT FIBER CEMENT 3 GARAGE DOOR OVERHEAD AT FIBER CEMENT A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"= 1'-0" A8,02 SCALE: 3"= 1'-0" A8,02 SCALE: 3"= 1-0" A8.02 SCALE: 3"= 1'-0" OVERHEAD GARAGE DOOR 1 � I 3 .,' FILL GAP BETWEEN FRAME PER MFR INTERIOR FILL GAP BETWEEN FRAME SEE PLAN Vff AND SAMF W/EXPANDING INTERIOR FILL GAP BETWEEN FRAME Y'° I_'. 1 FOAM SEALANT 1 X TRIM, PAINT AND SAMF W/EXPANDING SEE AND SAMF W/EXPANDING ',` I \ 5EEIII FOAM SEALANT / :• WRAP SAMF INTO RO, FOAM SEALANT PLAN j I , I I LAP WRB OVER SAMF P�`N WRAP SAMF INTO RO, FRAMING, SEE STRUCT ` ' ;. ! \ SEE PLAN • I LAP WRB OVER SAMF IR SPACE, P [ / 1, . Irl=, •�:_- I 1,!''- •. 'Y .- '. .... �i Q ��� t ✓f�, .`�;,- 1"A E,TY _'r RAINSCREEN I : BACKER ROD& SEALANT �f :::11:4:!, \ . r I `?' '� .... ' :77,-- PLYWOOD SHEATHING `. WOOD FRAMEDOOR :::A2F:L .: . .: 7)/„.-- -"---/I: 4 6"WIDE FLEXIBLE ; I •\• T- / WOOD SHEATHING . , r • :IA: N I i I FLASHING, CENTER " % N ' [t /// ON CORNER OR JOINT -� 6"WIDE FLEXIBLE R ` ~ ' •• FLASHING, CENTER / I I WEATHER RESISTIVE _- ' • " °-' 'i I ON CORNER OR JOINT I BARRIER _. \ , ,4,;� � � . W SL- �:� � / FIBER CEMENT PANEL \.. J _ .. ,••.. ..,. . - - - - - - � �{ C(1"-- '5 '� _r_ __ 'i OR BOARD&BATTEN, y [> /i/,► WEATHER RESISTIVE 1I, y I.► 1 ,s� (�T l`` y SEE ELEVATION „r7 WOOD DOOR FRAME BARRIER _ _ _ _WRAP OPENING W/W-� _ /2\ RAINSCREEN a - SEALANT ALL ,/ AROUND DOOR BACKER ROD&SEALANT � FURRING 4 \ RAINSCREEN / \ ' \," 2y 2" ,fir ,I i'/ EXTERIOR • WRB, SEAL OVER RAINSCREEN FURRING / / I'. Exterior & Site F NGE / / " • .. 4 • EXTERIOR WINDOW FLANGE / / A ALUMINUM / / • FIBER CEMENT TRIM / SIDING CORNER /!//_ / BACKER ROD&SEALANT NOTE: PROVIDE Details NOTE:SEE 13/A8.01 FOR / 14"x4"x12"BRICK VENEER CORNER --' NOTE: PROVIDE RIPPED 2 X WOOD DOOR FRAME WEATHER WRAP ADD'L WINDOW FLASHING _ , , /; WEATHER WRAP 4"x4"x12"BRICK VENEER CORNER AS PER 13/A8.01 INFORMATION. AS PER 13/A8.01 18 WINDOW MULL (VERTICAL) AT DOOR 14 BRICK OUTSIDE CORNER 10 FIBER CEMENT OUTSIDE CORNER 6 ENTRANCE DOOR JAMB AT BRICK 2 GARAGE DOOR JAMB AT BRICK A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"= 1'-0" A8.02 SCALE: 3"= 1'-0" 6"WIDE FLEXIBLE FLASHING, OVERHEAD GARAGE DOOR CENTER ON CORNER OR JOINT PER MFR FIBER CEMENT , , I.r€ WEATHER RESISTIVE BARRIER, Cl. FILL GAP BETWEEN FRAME SIDING, SEE t ':,' 4 X4 X12 BRICK VENEER ,,, WRAP CORNER MINIMUM 24" m AND SAMF W/EXPANDING INTERIOR. ELEVATION FOR TYPE % I j;,°I EXTERIOR 0 ¢� INTERIOR FOAM SEALANT SEE BRICK TIES AT i sh ' SEE DOOR FRAME BEYOND u WRAP SAMF INTO RO, N PLAN 1 LAP WRB OVER MTL t SPACING, SEE a PLAN LAP WRB OVER SAMF lig FLASHING,4"MIN CONTINUE WRB STRUCTURAL_ ,'•, I END DAM OF SILL PAN,ANCHOR \ N 6"MIN PAST i AND SEAL TO JAMB RO \ .'' RAIN SCREEN ' ` TOP OF FLOOR , : : _ ;`_, ,.` ' 2 0 .18.1 Plan Check Responses c2 SYSTEM W/INSECT SHEATHING ( • ' DOOR PER DOOR SCHEDULE \ ... , •' _/ # Date Description s �� 5 'w Tri SCREEN DOOR THRESHOLD SET NNN o cr % I IN FULL BED OF SEALANT • Revisions v 2X OPEN SPACED g N 7u I _ _ JANUARY 12,2017 _ / r CONCRETE SIDEWALK I , Date DECKING,SEE I j r/ % % N z STRUCT iti I s / J / / ! OR ASPHALT PAVING Y- r . //.%�/ i / TO SLAB J' /�� . u. -11F--->:--. " ��` BB, DG, NE 114 �� �i�,�ti�ui�oiuui�i� i, �i�uom,�ii a,�i�a���oW,�i• mu,iuoou�����u• ray �� n �- 4 d a Designed By U _ 3 C r S / ( -/r / .T T /A7- "i)' 4 - 1 4 FELT LI I a� A A ,„ �/ / riirii//////i///i/rirfrii- c _- -. -- - � I/ I 1 4 ' , . UNDERLAYMENT I /, 1 a �,..� . o Drawn By z I . OVER TOP OF f I _ 1 i , •- I `'f SEALANT --,/ •; ^ FIBER CEMENT SIDING KJ EXPOSED JOISTS ;: ;� - t ,y-_; 1-:__..:__.., ! ---_ • 42 3"WIDE,TYP r • ' a r JOINT ' I Y_ : 1. _I I I I I I I RAINSCREEN FURRING Checked By I I_ ! % 314 x 2.5 TRIM EXPANSION JOINT I i -••! f ,_. I � -.._ 1.4_..._1 1,,--;---1 v SEALANT 17857 20 GA METAL 1 : , E FLASHING Wi t SEE PLAN i MATERIAL i--- 1 4 1"X 6"FIBER RAINSCREEN FURRING I II --- EXTERIOR Project Number a DRIP EDGE ,' CONCRETE FOUNDATION, I:'""' I ,_ _: I I m"m.:. ` CEMENT TRIM, UNO t a SEE STRUCTURAL ' i 1-_--.-, ! BACKER ROD&SEALANT m PT LEDGER, SEE r ;---I STRUCT --1 I NOTE: PROVIDE f i FIBER CEMENT LAP SIDING METAL SILL PAN FLASHING,SET IN ' N RIPPED 2 X WOOD DOORWEATHER WRAP �; f /\/ OR BOARD &BATTEN, SEALANT DOWN FACE SLAB/FOUNDATION - FRAME A5 PER 13/A8.01 A8 . 02 SEE ELEVATION Sheet Number o ,0 17 FIBER CEMENT AT DECK 13 TIES AT BRICK 9 FIBER CEMENT INSIDE CORNER 5 ENTRANCE DOOR SILL AT SIDEWALK 1 OVERHEAD DOOR JAMB AT FIBER CEMENT Copyright 2016© i` SCALE: 3"= 1'-0" SCALE: 1 112"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" If this drawing is less than 24"x 36;it has A8.02 A8.02 A8.02 A8.02 A8.02 been reduced. Scale accordingly. 1 1 3 1/2" L i[ 112"X 2"METAL SADDLE FLASHING, PLACE LAP WEATHER BARRIER -_,,_ RAIL c' q OVER FLEXIBLE FLASHING SAME OVER FLASHING OVER FLEXIBLE AND 3' 11 114" MTL FLASHING AT INSIDE CORNER COLLAR METAL FLASHING0 a .. • - 'i SEE LAP FLEXIBLE l' - 112 1 112"DIA METAL LESS THAN 4" �,`,• (III PLAN FLASHING OVER 1 I 112" HANDRAIL, 1 112" �,P LAP WEATHER RAIN SCREEN W/ INSECT • METAL FLASHING `+�I I --i'''.1* RESISTIVE • 4 SCREEN, NO SEALANT 1 II CLEAR FROM 4---- ' •' _ _..: RAILING AT TO BARRIER OVER ` '' , I # METAL SADDLE METAL FLASHING W!DRIP w u 11 1N4""AIR SPACE MINATJ ' m �C STAIRS ONLY _ Ali GUARDRAIL FLASHING ` ..i; a7,'+'. • EDGE SET IN SEALANT 1;ti BOT OF RAIN SCREEN `v"k"'"J____ �` PROVIDE T RAILING POST W/ ` -r ; 4 I' WRAP PENETRATION ITEM v III 1 i I METAL FLASHING W/DRIP I HEMMED EDGE CENTER BASE PLATE, . WITH CORRECTLY SIZED II EDGE SET IN SEALANT, j E . `T,' ♦� I _ C �� PRDVIDE END DAMS FLASHING PROFILE Otak Architects Inc ATTACH TO FASCIA Z ca � , ,'_=`• FLASHING COLLAR 1 I Tr ji I I -'__ Q '.' ,, - =,y. `'- :.. . ::'' , , FIXTURE, RAIL I 808 SW 3rd Ave, Suite 300 \,� 1 cry ;; ' SEALANT AT TOP& l a 1' ATTACHMENT ETC, SEE _ _ _ ,f4- :' �,, : �':.":�. . HEMMED EDGE Portland, OR 97024 " T _ ;,, e,• •_ �;.. SIDE EDGES OF CAR 1 112 X 2 METAL ARCHIELECIMECH RAIL,TYP -- _ ` y :41 '�- -,:~ v- BEAM I- -� �- - Phone 503.287.6825 ]—_ EXHAUST OR FLASHING PROFILE Fax 503.415.2304 `: ` 'j' }.- S INTAKE VENT CAP I - .- 112 2"METAL : • ': _', • _______---r7(1.,_ r � ii�i�ir�iri /� rr. . i k: SEEMECH I I NOTE: RAIL I .I` \'- _ - I ; _ ��_y / h PROVIDE SEALANT AT TOP I- -I "� `a ;� •; `• FILL GAP BETWEEN '� 5/4"X 8" FIBER L - - OF MOUNTED ITEM AND WOOD DECK J LJ y'. -' =•; DUCT AND • -;':,•::i_5.-:'-:-:': ::',P1.l I '- / CEMENT TRIM PRIME ELECTRICAL CONNECTION METAL FLASHING - ;I;, Vx , • / SHEATHING WI / I a_ AND PAINT ALL I I WHERE APPLICABLE <,' EXPANDING FOAM SIQES I- - - SEALANT / 1' I FIBER GEMENT FASCIA ; �':';,-� '; 1 COVERING RAIL TO DECK I • = SEALANT ALL AROUND River Terrace CONNECTION ;- _:` 1 + BETWEEN TRIM AND • SEE ` 5/4 X 8 FIBER CEMENT I SIDING PLAN FLEXIBLE �-�,:::�-• =;: TRIM-PRIME AND PAINT 1 II r /�r FLASHING ` -• AL SIDES . "'r FIBER CEMENT SIDING _ ,,,i— .. � East-Clubhouse I RAIN SCREEN 1� FRONT ELEVATION FURRING East Side of SW Roy SADDLE FLASHING (TYP) VENTS AT SIDING MOUNTING BLOCK AT FC (ELEC/MECH) Rogers RD, Tigard, OR 16 BALCONY RAILING 128 4 �` A8.03 SCALE: 1/2"= 1'-0" A8.03 SCALE: 1 1/2"= 1-0" A8.03 SCALE: 3"= 1-0" A8.03 SCALE: 3"= 1-0" PRESSURE 1" 51l4" TREATED -,- --if- '- PROVIDE 4X4WOOD, n n xLJ Ll ={ �/ " TYP• " " ° 2X� ARAINSCREEN FURRING CORRECTLY SIZED % 1' ` SEE 1. ► ch 4 Pi QUICKFLASH // Is. ' • PLAN STUD FLASHING COLLAR 1 FOR PENTRATION I I:;' WATER RESISTIVE _forFILL GAP BACKER ROD AND BARRIER - - BETWEEN PIPE • . 1111-1 ���) AND WALL W/ EXPANDING FOAM = SEALANT ..j NAIL 3/8" FROM EDGE �"# � SEALANT d FINISH MATERIAL OF PLANK / r" a N . . . . . . . PROVIDE = _: , /'_ BACKER ROD ' NAIL LINE • � e AND SEALANT / 1 '1 West est HiIIs FILLERJOINT FLASHING 1 'I AMATERIAL T CENTER CA-k- � REQUIRED SEALANT JOINT DIMENSION �,�' I �` BRICK VENEER 1 :._II Ci) INSTALL A RAINSCREENLANKS IN — - Development —♦- - MODERATE CONT CT - - - , 735 SW 158th Ave PRINTFMED AND N�` / AT BUTT JOINTS EXTERIOR / Q �., r,- � INTERIOR Beaverton, OR 97006 +� ��- 2 RAINSCREEN ( ' \.. PAINTED AS REQ. ,�1 / t ; `;:: f 1" to, ../AN / a" J BACKER ROD . 1 7- AND SEALANT FILL GAP ' BETWEEN PIPE SEALANT OVER / SIDE ELEVATION `` /_ _ AND WALL WI *_ BOND BREAKER ,' NOTE: WELDED EDGE • -• f / EXPANDING FOAM TAPE PRIMER ENDS OF PANELS- ---- / PROVIDE CORRECTLY SEALANT TYPICAL / I SIZED QUlCKFLASH , -, ALTERNATE JOINT WHEN DEPTH IS NOT POSSIBLE / FORSHING PE TRATIONR 1111 II PLAN �y 19 BRACKET ( ,, GABLE PER "A" ABOVE ✓ KiI , ,. I A8.03 SCALE: 3"= 1-0" 15 FC TO STONE VENEER HORIZONTAL JOINT to ✓ 7 TYPICAL BUTT JOINT 3 PIPE & CABLE WALL PENETRATION A8.03 SCALE: 12"= 1-0" ,--'' I6 A8.03 SCALE: 12"= 1'-0" A8.03 SCALE: 3"= 1'-0" FIBER CEMENT BOARD SIDING ' BEAM 2 RAINSCREEN REVEAL,TYP RAINSCREEN WALL P R PLAN SHEATHING-SEE BRICK TIE, SEE - FURRING © - ' SADDLE FLASHING, PLACE STRUCTURAL STRUCTURAL I • ..._ A 1/2" WRB WATER RESISTANT BARRIER OVER FLEXIBLE FLASHING BRICK VENEER III I SEE �' '� r ;:1'''� AT INSIDE CORNER "T FIBER CEMENT SIDING MDF BASE TRIM, PAINTED „I I PLAN •-.!;-.:,-:'''',''>. _;'�. -..; , ^ �.� .... ''.: . . CEMENT BOARD SIDING -'r,- WEATHER ' T a LAP WEATHER SEAL BOTTOM OF \,�r- - t� _ i. ;' RESISTANT BARRIER 4- ` - 11 RESISTIVE It WRB PER WRB MFR WEATHIWR RESISTANT BARRIER 1 II' �, ASPHALT SHINGLE ROOFING a ; DOWN LAP OVERk BARRIER OVER _ © _ N 1 BLOCKING W1 EAVE VENT, A8.04 :;`.�` :+ ''� '"2 `r . A METAL "; DECK g SEE STRUCTURAL, SEE .�-�� � SADDLE � � 4 " '-' WATERPROOFING / 1 , I ti ROOF PLAN FOR LOCATIONS ,r ~�— — �� "� FLASHING14\„, t;r -! SYSTEM FLASHING —� i CAVITY DRAINAGE MATERIAL A` a , 3 � r OF EAVE VENTILATIONy ` ' }:.:. RAW SCREEN W! K I �- ,l • ' \ _`f I 4 ' I \ to INSECT SCREEN BARRIER, METAL LAP WEATHER EFLASH NG ,I/�'� BRA j R • S� . cv S METAL FLASHING - - �; 4+ { I \ ' j4411 s� �, i ,,,:;�:.,'' .',1 © : 1 DECKto _ r ` WATERPROOFING AND ANGLE ,. f I L--3. . � ' , ,. , t SYSTEM 45 �� ,` FLEXIBLE -j - � .. I � ��,�: , � . to a, 1?. h '`, ,!' tAe FLASHING ;:; t t` ':: F ,,, I, SHEATHING OVER PT DECK WEEPS AT 16"OIC 7.4. ig „ , ,- o \; ; ':` }. • .:`- • EE ' , FRAMING SEE STRUCTURAL 7�— — — •}�� �/ CL 1. 1 I -, Z` THROUGH WALL 1 \ J� FLASHING, WI HEMMED 1 . !� }' y< • III • _ _. EDGE,TO BE SOLDERED ,1. ►. .. /7//. III � Yl'ASEAM CONSTRUCTION ._ T E STRUCTURAL 18 �H________ -- . . :: S EEL ANGL , SEE RUCWALL REVEAL INSECT SCREEN WITH 114"AIR � {f: '-f-z'�' �' �i' -�`' '�' I F ral I i Exterior Details SCALE: 3"= 1'-0" SPACE MIN AT TOP OF RAIN 1 I `_ WEATHER RESISTANT BARRIER A8.03 11 I%//0'SCREEN I IIIEW - f l SECTIONS CEMENT BOARD SIDING - I ° — = AIR GAP ,11 �' V-,,___ A;.i WATER RESISTANT BARRIER ` 14 UPHILL ROOF EAVE 10 SADDLE FLASHING AT CORNER WALL (TYP) 5 BASE OF WALL AT DECK WATERPROOFING 2 HORIZONTAL BRICK LEDGER JOINT (AS NEEDED) B - SE S RUCT ; 1 == v- , © - - I A8.03 SCALE: 1 112"= 1'-0" A8.03 SCALE: 1 1/2"= 1'-0" A8.03 SCALE: 3"= 1'-0" A8.03 SCALE: 1 1/2"= l'-O" I FIBER CEMENT SIDING, / . SEE ELEVATIONS FOR i - TYPE ► LAP WEATHER 1 '� RESISTIVE BARRIER BRICK VENEER, 'E 0 Z 1 PREFINISHED METAL CAP OVER METAL FLASHING \ SEE ELEVATION q • 'Z' MTL FLASHING $ FLASHING DECK DRAIN ♦ I 1r W1 DRIP EDGE SET _ ' N1 IN SEALANT WEATHER f0 RUN WRB OVER TOP OF METAL FLASHING `' /� 'ESISTAN7 HARRIER it I WALL WRAP DOWN \ 1"AIR GAP VA 1\ SYSTEM, SLOPE PER MFRSHINGLE OVER 12"OF WRB 1j SLOPED 2X BLOCKING BALCONY EDGEI WRAPPED UP FROM �,. c - w� RECOMMENDATIONS •'P WRB OVER 1 PAN 2 05.18.17 Plan Check Responses ce �c - ^ ` SHEATHING OVER DECK FLEXIBLE y`v1 # Date Description 71) UNDER CANTILEVER 11 I - -iINSECT SCREEN FRAMING 5EE STRUCTURAL FLASHING II<� 3 1 Revisions // 11 1 SILL SEALER :�llr.. SECTION D 1"x 12"FIBER CEMENT ` " 11 - J� f- �., U TRIM II ' 17 .\11-v CONTINUOUS METAL CLEAT I = WEEPS AT J JANUARY 12,2017 II\ 1 i L., -virgiiiiii.0 _ - FIBER CEMENT SIDING 4S�OQ `ti2" OC '• r-4 , 4.' Date o o 11 I ' �I .^ METAL FLASHING ,.. 1� V I I •›,, - RAINSCREEN DRAINAGE ,, . . . . . it ./, /.j, ;" , WITH HEMMED . z woo ; Q a BB DG, NE U II �! , I - I SYSTEM EA SIDE OF WALL I 0 / EDGE �C/I 1; Z a 0 4 Designed By 11 =` - WATER RESISTANT BARRIER i �' WRB DOWN WALL TO LAP rl .. -- . :. 1 I -- t _ a ' I EA SIDE OF WALL / Z ' r-• ,,,,-r,,, 1 ' / DG, NE, NM FLASHING 4' MIN ______//)„..21,7 ' 1 I I' , 1:`` NOTE: LAPPING ALL METAL / �rrwrr•re••i - --- -- Drawn By a� 1 7 I! I 1 ' PLYWOOD EA SIDE OF WALL / 3" DRAIN LINE a ■►; I : L �. a - ; , II I I �r / , / , FINISHED ,,,,� d 1 I 1 1 2X6 WOOD STUD WALL FLASHING AT LEAST 4"AND / �� �+ . •-- 1- I c___. MTL FLASHING W/DRIP I `- "~• : 1 1 1 , I GRADE, SEE I I. p1"' : :-:.:-:- I KJ 1 INSTALLING SEALANT I 1 ! �] 'I I EDGE '` ' I'\ N / i \ CIVIL -- - f l BEADING JOINTS AT THE I- - I I I _�' 1 =1 -; 1 Checked By m : r/ �`• , 1 ,I , JUNCTION (BETWEEN - SOLID GROUT !__--1 ;.� E RAINSCREEN VENT W/ f DECK - I I • EXTERIOR ADJOINING SECTIONS) _ 1 - I ,--- 17857 o INSECT SCREEN 1 N BELOW METAL FLASHING --. I I__-.. q n. { I 1 o • x' CONCRETE i I 1 d ! ►r ! 11_1, 1 - 1 1........ Project Number 1X3 FIBER CEMENT TRIM AT `-` -- /\/ FOUNDATION, "?0 SEAMS AND EDGES SEE STRUCT ig ig FIBER CEMENT SOFFIT PANEL ik8U 03 jj Sheet Number iii 17 TRIM BAND AT OVERHANG 13 'METAL COPING FLASHING 9 DECK FLASHING AT WALL 6 DRAIN AT DECK WATERPROOFING BRICK AT GRADE Copyright 2016© Li= SCALE: 3"= 1'-0" SCALE: 3"= 1'-0"" SCALE: 1 112"= 1'-0" SCALE: 3" = 1'-0" SCALE: 1 1/2"= 1'-0" !f this drawing!s less than din x 3s",it has A8.03 ASA3 A8.03 A8.03 (71) $ been reduced. Scale accordingly. ASPHALT SHINGLE ROOFING _ROOF SHEATHING SHEATHING FIBER CEMENT SIDING, SEE 0 40 ROOF MEMBRANE ELEVATIONS FOR TYPE \ _,77 WEATHERRESIST BARRIER 11" - . 1 - DOWN OVER METAL RIDGE SHINGLE PER f f- METAL RAKE FLASHING,LAP SEAL BOTTOM OF FLASHING MANUFACTURER'S - OVER ROOF UNDERLAYMENT . WRB PER WRB MFR s''''''''s ,„,,,„, 1 7, REQUIREMENTS -. ../- / ; ;.--- PT 2X VERTICAL -44**,t*,..--'-----It:4 / _ &TRIM FASCIA BOARD 1 -;_."- 1 -_,--,/;,,----",- FRAMING/FURRING •-- . : \ RAIN SCREEN W/ : 1 / ..,,,,-- ROOFING 1......---- UNDERLAYMENT, PRE-ENGINEERED ROOF TRUSS- ..1 - - I - - WRB 41.a.,.*4:7e4,,t, - L - ri-vi 7,I1' INSECT SCREEN •:,„.....):' I :-/' TURN UP ON WALL SEE STRUCTURAL SHEATHING 8"MIN I •1 -, ' :.,-- _,•01.•t • FIBER CEMENT SIDING OVER -.2 ROOFING -- 410- 'I Otak Architects, Inc i NNN, RAIN SCREEN OVER WRB , , UNDERLAYMENT „_ VERTICAL RAINSCREEN OVER GABLE END TRUSS,SEE _ .. METAL STEP FLASHING 1 „. III SEEETION - _ , •, . FURRING WITH INSECT 808 SW 3rd Ave, Suite 300 UNDER EACH SHINGLE "_, 8 ASPHALT ---y•--'4,--- ----,,,,,,- . 1 ELEVATION FOR TYPE ':-:':.':"•:::'‘./-- ROOF TRUSS,SEE STRUCTURAL t / 2 ,___,7-c- _ SCREEN AT BOTTOM Portland, OR 97024 . fr- ;..,,:•:,:'' ' 'N'\' 1 ...: to SHINGLE 1 2AN.NNNASPHALT SHINGLE , 1 :72 ROOFING _---_..-- ablia.:,,,,.:„...„„ -. - PT WOOD COLUMN PER Phone 503.287.6825 / i :::,;-:c._ i - Irv.-,,,_,,,,,,„,,,,,,,.... ----------__________ STRUCT Fax 503.415.2304 1 / W/INSECT SCREEN 1 ..:.' FIBER CEMENT TRIM t .' ?../ ROOFING --...-1'-:--- /K i A : - -*---, -- ' • ' • I / -N--- FIBER CEMENT SIDING • • k 1 / T MTL FLASHING W/ 4,44,, ...-- :...j,. --4-.t•,, RAINSAREEN ,-- --.-r,LI l''-,-.., DRIP EDGE SET IN g • - /I ES4 I 7- WALL SHEATHING, -11, - - _ SEALANT = SEE STRUCTURAL VERTICAL RAINSCREEN ----..........„.„,, 4L 1 .4 1 X 12 FIBER CEMENT TRIM t?4.-.' - . A .„ _ " . 1 _ . BEAM TYPE AND DIMENSIONS SEE -- - 11 s -,-,-... < /' ;-- ,>Y ,',\‘'' /// /..\‘' ,f. . ''''' ---- FURRING I ,i).I- nt • • :.•IVO STRUCTURAL WRB DOWN WALL TO LAP ---:-...- ,;-11111, 2 X 8 WOOD FASCIA I ROOF SHEATHING River Terrace .., ii , .: , X 3 FIBER CEMENT TRIM ----" / ROOF SHEATHING SOLID BLOCKING, FLASHING 4”MIN ,:=- 0 '' . MTh FLASHING W/DRIP ' '' , - t \-.. FIBER CEMENT SIDING OVER SEE 19/A8 04 FOR SEE STRUCTURAL RAINSCREEN VENT W/ ' WOOD FASCIA !et EDGE .__--. TERMINATION OF STEP --- WRB East-Clubhouse ----, t / :d ' FLASHING AT GUTTER " ..---y- INSECT SCREEN 1 ---. , , East Side of SW Roy 1X3 FIBER CEMENT TRIM AT i / •-, , J \ FIBER CEMENT • SEAMS AND EDGES ...--.-7-_:= . . . '''-- ' Rogers RD, Tigard, OR 20 SOFFIT OVERHANG 2 ..: , J '94 -..a ! \ 12 FLASHING AT ROOF/SIDE WALL 8 ROOF RIDGE - A8.04 SCALE: 1 1/2"=V-0" _ A8.04 SCALE: 3"= V-0" A8.04 SCALE: 1 1/2"=1-0" ... . = ..N.4 = Ale / 1.sj N 7 J LOUVER(PREPRIMED METAL o FLASHING i ......40 LOUVER(PREPRIMED ,r-4 - /'--- • - 1 -4411.111111, - / 1SEE PLAN / Li SEE SECTION z FIBER CEMENT SIDING J \N AND PAINTED) , 1 • _ //\ I ..,,, i i Nit g ASPHALT SHINGLE I -- ",45,1"---,,; PT 2X VERTICAL__ \ :7- ",/\01-- ROOFING --a 01........:-,..-17-- ,i_ WOOD FRAMING/FURRING ROOFING /1\ --------..- - J 0 SEAL BOTTOM OF / I Sy,- WEATHER / \ \ , , WRB PER WRB MFR ,/,- 1 ' RESISTANT BARRIER METAL RAKE --1 ....„/"- ------- , ,., DOWN OVER METAL i -... 7 1\ 401.,411 AIIIIIIII'' 0 Wjggift - . DOWN OVER LAP • -1 / ... FLASHING / , WEATHER \ \ ' J \", RAIN SCREEN W/ i ' OVER ROOF 1.1 / RESISTANT rior#40 ;7_7:- ,_.--_: /11W: --,.. J , 1 INSECT SCREEN / I - 2, UNDERLAYMENT& A -1- -4 i i TRIM FASCIA _-,, . r FIBER CEMENT\ BARRIER -.,...-7-._ N ,• k - / ii - • /1 11,.. West Hills -- , ....r.. _ ,/ -1 \ METAL FLASHING / II i BOARD r STEP - 4/' ' j \-0 WITH HEMMED CEMENT TRIM /--- tl s sor PT 2 X VERTICAL ` ----"hidiVin WOOD FRAMING/ Development FLASHING 1 , 1 '.... 4 11 t iiilp,-, VERTICAL 735 SW 158th Ave KICKOUT J N'14 WOOD FASCIA I 'I pz ;11 ',', ,i ,- F 10 RAINSCREEN FLASHING lot 17-7: 1 . ROOFING 2 X 8 WOOD FASCIA , I I . t ‘‘ ! ,- -r..,,\NN\_-, --A IFNusRERci TN 2:RI Tx Nil; Beaverton, OR 97006 FLEXIBLE 14 _ = 1 / . 1 ROOFING 1C14 1 7. 1 / UNDERLAYMENT, ROOF SHEATHING k"I , . \ \ AT BOTTOM , FLASHING ‘1. FMLAETSALHING TURN UP ON WALL 1/2"RAIN SCREEN VENT s" . \ SHEATHING 8"MIN W/INSECT SCREEN 1 :i -",-:-%-:'1-7 , A . , DRIP EDGE ,,7 --- "'-,;:....:0/-0.1; SHEATHING-SEE FIBER CEMENT SIDING OVER , . . -,,...-i-;*....-- RAIN SCREEN OVER WRB 1 ' ---.1--; STRUCTURAL OVER GABLE END TRUSS,SEE 1 :,. .,!:'. I ,.;•:;•,-A ;\. '-‘1\—:.:1111. J-CHANNEL ...---- ELEVATION FOR TYPE ...-•.JA-.- DEC; SEE SHEET -- .., -.•--- .-. A4.13 , -;::':'-'' ,* SIDING,RAINSCREEN & s .\ ,,-------1,v 4 :1-•-•,:,;•,-,= , RAINSCREEN A ROOFING SHEATHING AND GUTTER NOT ' mai - - 19 KICK-OUT FLASHING SHOWN FOR CLARITY _. 15 GABLE VENT DETAIL 11 FLASHING AT ROOF END WALL I 7 TYPICAL RAKE 3 DECK COLUMN • . , A8.04 SCALE: 1 1/2"=1,-0" A8.04 SCALE: 3"= 1'-06 A8.04 SCALE: 3"=1'-0" A8.04 SCALE: 1 1/2"= 1'-0" •A8.04 SCALE: 1"=V-0" .._ - SEE c F : - CEMENT PANEL SID NG ----.....it 1 N 11111 INSULATION BAFFLE,1" PLAN A RAINSCREEN - CLEAR,MIN -.r., BLOCKING W/EAVE VENT, st, WEATHER RESISTIVE 1/4"PLYWD ' ---'------- . oe'-- 11 BARRIER ' • • z SEE STRUCTURAL,SEE i. WRB,LAP FLASHING 4"MIN 4: . OR, A ,. `9401/4 ROOF PLAN FOR LOCATIONS /=;:. ,-;" 1 MTL FLASHING W/DRIP 1 1 Trt 1011111111b.-------- . ----. =-- ROOF . EDGE,SET IN SEALANT ./.." VENTILATION 4,-,-- 1 1 ---,v.-- , TRUSS TAIL .--/- I t: f --2"r FLASHING A 0 '-..,.. ..,...-- •. . . RAINSCREEN FURRING . ,,, ,.b " • erts o i i***101* - INCREASE TO illi , ''' i it"--7-'---„----1-------Tti r-- lx5.5 FIBER CEMENT 1 .407- • t'21, - IK :1 PREFIN METAL „1::Z BRIAN/R I EENER n ,.. 0 PAINTED BASE TRIM 4It . ,c) 11111‘,\ \ ; "O• - . cNi il‘ ,-- - -0 VFV'ITTCHHFICSTVER . 4" ,,,, 8"MIN .5"MIN . 4" 4 • ( --- - -../ .."-----: FLASHING . .. e.. ' SP°. (.7.- ,`,. . ' 40' Q HEMMED EDGE SET IN 'I ,1 40. --111 .- --- 6:12 OR • OPENING''' ROOF' METAL GUTTER t to I 4 GREATER OR OVERLAP vA:PGR1LA,ID OR '''. `• iii .1 DISSIMILAR ' r3 - , . PITCHES OF a. • < SEE 1 ,,,..../"..; ,i . . . . . . MFR STONE WALL CAP , • - •-:•• : '1 1 11 '''',7 11110111--- - LAYER OF MIN 30 . I :;,--_-_,-7.---- 1) .. . ' '' ' • W/DRIP EDGE,CUT TO ,./ • j: -j---- , FIT,MITER CORNERS AT ,#: . 4 . - - METAL VALLEY , INSECT SCREEN . THE FLANGE EXTENDS :4 FLASHING WITH 1/4"AIR ' , FIBER CEMENT SIDING 45 DEG • < ONTO ROOFING A t- ..---- _.-- r .,,. . • ••*, MINIMUM OF 4" SPACE MIN AT TOP I -/-;%---'_„.-- I C1ADDING, - Exterior Details PT WOOD COL,SEE - 4 • A • • • FLASHING IS SIMILAR VALLEY FLASHING OF RAIN SCREEN Itt-. ,,.___ . J -;...--'-', . A , STRUCT / • . 7 •<1 • 4•• ••. FOR ANY SIMILAR SECTIONS SHALL BE -at' SEE PLAN I .„---';,- RAINSCREEN FURRING 'TYPE OF ROOF. OVERLAPPED 8" i ' '''' , CONC COLUMN BASE,SEE / - <1 • PENETRATION MINIMUM . STRUCT • • PT 2X WOOD • FRAMING . 18 COLUMN SECTION - BASE OF TAPEKED COLUMN 14 ROOF VENT PENETRATION FLASHING 10 VALLEY FLASHING 6 TYPICAL EAVE • . A8.04 SCALE: 3"=i'-o" A8.04 SCALE: 1 1/2"=V-0" A8.04 SCALE: 1 1/2"= V-0" A8.04 SCALE: 1 1/2"= 11-0" WEATHER RESISTIVE BARRIER . • IIX 1 . -1 WALL PER PLAN ; PT WOOD COLUMN A ER - SS 'N B' -- ER , i ' I 1\i i : FURRING STRIP TO t / & RAINSCREEN FURRING t ; 1' -,' 1'-8 3/8" ! ,----•'-' ;t GYPSUM FLOORING P I ,I 1:5 ALIGN W/FO PLYWD 7 li .44 .41 _ $1W ,,,, I 'I 18 t ' l'• 1 METAL FLASHING , ---- --------,. ,a! SEE 10/A8.04 FOR TRIM !fp, 117; 1 1 '10*.......==..... FIBER CEMENT LAP SIDING OR BOARD AND t ... ' -1--i--- A8.04 Or /I 4 -_,-- -- 1 I dr 2 05.18.17 Plan Check Responses • S BAND FLASHING,LAP ir' , 1 / -\ BATTEN,SEE ELEVATIONS 1 L \\_ \\\t\\\ s\\\\\\4 _\ , . , i'',4 . '5 COL FLASHING # 4 I - 1 ',/ 1 05.17.17 Project Coordination o .- '''' 111101‘__ _____ SEE STRUCTURAL FOR 1 ' 1 ', -da.&.,,, ....--' ....,..,figrApi; — I 7 •:- Z.-:‘,•''-', - I ', V ..-•, Miti # Date Description 11; MTL FLASHING W/ --,1 z I N., EXACT BEAM DIMENSIONS \\,. -1 r CO I ',<N11 4 . 1 tab- ';-- --' , Revisions 1X2 FIBER ASPHALT SHINGLE ROOFING < \ cs DRIP EDGE,SET IN :de I ti, 2 ii / , / CEMENT TRIM cc\ 1111111--- -',/ 1"IN.,„1 — ( 4.4.4.:. , : ., I:., JANUARY 12,2017 0 SEALANT A/ 1 r.. . i; • 1,1 «, Ar.. . . .._ 1....... ...... m 1 . • II 4 '\ A , , -. -1 '1i- A Date CONCRETE COLUMN • - i .-r- I RAINSCREEN A (r% lillbLl\ \ ,.. co i ' •1 •• . BASE SEE .0 r 1-i ---1 r , ,,:, 0 -----4 0----- ....,„ 1 ILL 1 < ,... kr. _ __ _I A:: :-..: - : :$' A BB,DG,NE 8 - I I It • I "3 1 I 1.\\: STRUCTURAL METAL Designed By \\\\\\'\\(\ • 4 A z 4,4: ; ... :, ,,....A BRICK VENEER LI , k i / FLASHING . -_-_--..,-- ---=-- -- -_-....,_--5--- ' FJ..., \ . . -:. •- :- ,- . DG,NE,NM tr) PT 2 X 4 TO CREATE .....„-------- 1 • 1 -_.,:%--- 11. `•-•-._ . - :, , .,i A Drawn By 1 ' 1 `-'• in _ ___. ----------":- 1' 1: ' - - ' - ' \\.\\\\ \\\•s. ---1- \ c\\\s. \\ 1- TAPER --** *-.T--1*,,4_11.*,1 i i%11 P IP-A1-:11,-1 1.}--- -1.1°---- .,---• ---.... — BACKER ROD AND • Ar-- . -' KJ 1 , --- • '° a 4.' .E 1 1 .' , • ; t, ---(,---- J-TRIM WITH HEMMED FIBER CEMENT „.",..,,,1 ; I „.• THE FLANGE EXTENDS 111111Y r"\___,, AI 1 ' ,- ilk*,- LOCATION OF COLUMN ABOVE,SEE STRUCTURAL 4°:,.-: .....-:‘- -. .; A . . 17857 PANEL WRB& , 1 / ,-, ONTO ROOFING A . RAINSCREE FURRING i' " 03 1/4"PLY WD / I y- 10; * Project Number @ _.." I . / I / MINIMUM OF 4" A8.04 id 0-iiii. -- -I: R EM T - % '.'1-.?",- -'..' X gf PT COL,SEE STRUCT t a ..., •1 ' FLASHING IS SIMILAR 1 il ' SIDING OR BOARD i t •• AND BATTEN,SEE STANDARD BRICK VENEER .b1 1 n ', FOR ANY SIMILAR 4A. `. E / ... sb____ Esyr TYPE OF ROOF itkersrER PENETRATION WITH 3 X 4 - Th--'--' 1' A8 • 04 Ls METAL Sheet Number .iii 17 COLUMN SECTION - TOP OF TAPERED COLUMN 13 ROOF PENETRATION 9 UPHILL ROOF EAVE AT WALL DOWNSPOUTS 5 BRICK COLUMN PLAN 1 TAPERED COLUMN Copyright 2016 0 XI i If this drawing is less thart 24"x 36;it has A8.04 SCALE: 3"=I-0" A8.04 SCALE: 1 1/2"= V-0" A8.04 SCALE: 1 1/2"= V-0" A8.04 SCALE: 1 1/2"= l'-0" A8.04 SCALE: 1"=V-0" been'educed.Scale accordingly. at ce .3k .1,1 1 , Otak Architects, Inc 808 SW 3rd Ave, Suite 300 Portland, OR 97024 Phone 503.287.6825 Fax 503.415.2304 River Terrace East-Clubhouse East Side of SW Roy Rogers RD, Tigard, OR West Hills Development 735 SW 158th Ave., Beaverton, OR 97006 , , ,It ,k 1 k rakt, , ZS, W:B, -P ENT FLAS ING 1 i 4 4, RAINSCREEN FURRING 1 :- - / \ BRIAN R.FLEENER it THROUG' ' LAG / PORT W/BACKDRAFT / '' :. • "Sit.A.2"3/0 • DAMPER ,:,- OF \\:1N SELF-ADHERED c ,-• 0 MEMBRANE ...- FLASHING COLLAR PREFINISHED - SHEET METAL 2 \ '' a.. VENT COVER ,. 4 J •••%.•,,ii •• I P.• •4 I 0 V VA, ..., 9 / ilIMINIMill Exterior Details c., / 1111111111111 r•-• / 11111111111111 / (.) / 1111111111111 11111(1 / / 1111111111111 *6.4 / as... o.. / 1111111111111111 / 11111111111111 ks- / / 11111 Nt / 11111111111111 ..;- / IIIIIIIIIB / 111111111111 / r 1111111111111 1111111111 5 / MUMS 1ammo 11 REMOVABLE / MUM. 2 05.18.17 Plan Check Responses ACCESS COOR / illiiMiiill / a: MUM. # Date Description / 16 RIGID INSULATION 1111111111111 Revisions co (TO BE REMOVED , a c.) DURING USE) ,,...2-11\\*tit • • • •• .4.(1--- JANUARY 12,2017 I *- # 1 7 il :c EL Date BB,KB,SM 0 ... , - c.) EXPANDING FOAM :1 ., -, Designed By 1 , / 1 SEALANT / #1 / -, -- Author " Drawn By 1-- BLOCKING AS REQUIRED / 1 ." BB,KJ SEALANT ALL AROUND / . Checked By 1 ,A, RAINSCREEN FURRING \ / 1 -,... „ FINISH FLOOR _......al 17857 Project Number tri A8nr . U 114) 0 1 PORTABLE AC VENT PORT AT FC Sheet Number a A8.05 SCALE; 3"=1.-0" Copyright 2016 0 bi ff this drawing is less than 24.x 36",ft has It" been reduced.Scale accordingly. Cd -. I I 0 el 1 10718" , ah. 411. /— 1 1/8"PLYWOOD TYP FLEXIBLE I I AT TREADS WATER I I -it.-- _,.. , • . , - t / 1 CONNECTIONS /4\ I 1/4"X 3"LAG OR Wf..2.,;: :;'_ i, ,... 1 1/2"DIA CONTINUOUS I I \-----...-----"1 I EXPANSION BOLTS N STAIN GRADE WOOD (5 Z 0 1/2"PLYWOOD TYP (OR APPROVED HANDRAIL WITH METAL —I co p SEE AT RISERS ]j EQUAL) 1 1/2",_ wSUPPORT BRACKET AT (-) Jra.R. 6.-0"OC MAXIMUM (411•1 ow Ell SECTION ' 3/4"X 24 GA. I I --."----------'/- 1 I STRUCTURAL F ROUGH OPENING PLUMBERS I f\,/ I WALL MEMBER = I I • :-,: .:.: - " 4:111 , -f DOOR SIZE+3/4" • TAPE(OR 2 X4 BLOCKING FOR -. ,:, ., . _ 4"xe BUTT HINGE WELD APPROVED 0 Otak Architects, Inc , TO DOOR AND FRAME EQUAL) .-- • HANDRAIL SUPPORT :,'•;:-• .1.., BRACKET (5 I I I .-- 808 SW 3rd Ave, Suite 300 z ,- STRUCTURAL ATTACHMENT,TYP ------1.. ‘ „,„,, ..., •••.!1•:,`. , . .-;I•-• - ._ in z \t' • ', ' / 1"Xl"A 1/8"STEEL ANGLE DOOR STOP WALL MEMBER / I .--- --I I-- Portland, OR 97024 Phone 503.287,6825 !,. i I . „, • . ,_„ ... . . . , Fax 503.415.2304 :---------------------_._---,_,/ ," , , • .-•i, o , ..:- co ' STRINGERS,SEE ..-_____ . _,•, 11 :.- < <> STRUCTURAL • I I - -•0,- ':'L.", b -- cl..14 ,_., . .•, :- •,. •.. , L___VVI,',•-' io , ..- . River Terrace ...- --- jj NN___,„EJ"X"GYPSUM BOARD AT , ,..c,,,. ... East-Clubhouse UNDERSIDE OF STAR .. - AND LANDINGS,TYP 2"X2"X 3/16"STEEL 4" NOTE: SEE PLAN ANGLE FRAME DISTANCE FILL SPACE BETWEEN WALL FROM AND WATER HEATER WITH WALL 2X BLOCKING WITH East Side of SW Roy CUSHIONED FACE • 16 INTERIOR STAIR HANDRAIL 12 INTERIOR STAIR RISER 8 WALL ACCESS PANEL DETAIL 4 WATER HEATER STRAPPING Rogers RD, Tigard, OR A8,11 SCALE: 3"=V-0" A8.11 SCALE: 1 1/2"=V-0" A8.11 SCALE: 1 112"=V-0" A8.11 SCALE: 1"=V-0" _ I ... ... ., • NOTE • • SEE PLAN IT- - -I .-:: :.• CAULKING AND RELATED MATERIALS SPECIFIED IN UL ,. - -;-,----------,:----I•• x t_::: ..,--- NAILER AS REQUIRED SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE ROOF/CEILING - 0 z f... 1/2"PLYWOOD . •::', •• I__ -"-'.....;• 1 ' , ',7 REQUIREED FIRE RATING. FRAMING SEE INSULATION .. , -I -1 F• e 2 1 BEDROOM CLOSET STRUCTURAL BAFFLE,TYP 1 r';' r'-' SEM1-RECESSED FIRE * UL SYSTEM NO WL1001 AT METALLIC PIPE '"--..„,,,,. tc,) .,Z - ,--- : :,•'' i EXTINGUISHER OR CONDUIT CONDITIONS . EN, "I Z VI • .., ' z„ ,/ DOUBLE 2 x UNLESS NOTED OTHERWISE ON re I •,•.‘: .-',: CABINET-INSTALL < z I x 3 TRIM,PAINT ,- STRUCTURAL West Hills * UL SYSTEM NO WL2003 AT NON-METALLIC PIPE OR At----- • fi g , ce ; 1 . DRAWINGS CONDUIT CONDITIONS I z . -"I MANUFACTURER'S • ., ‹. .-. N.7-i, 41100 %, I 17,i 'f : INSTRUCTIONS 2 ,..1 ------.., PIPE RISER b I I : Development ,-,, L < ‘ , _, IP . }-.4 0 ! BIFOLD DOOR TRACK Et- D I -,i :,.:I NN, ;- 735 SW 158th Ave., ILI Z I .7......---.,,-.:',. . > < ,,,i , 1 . - __.246_. e----- E ] Beaverton, OR 97006 m --,-,Illb ---=•-*-- WRAP FRAMED „. ,.„ . . , , \ , , , 1 .. ,ai, ., OPENING W/5/8" ' "III- '4' TYPE'X'GYPSUM - — ,..._ , 3-- 1 AdAr A /7777/41 I . I BOARD TO MAINTAIN • U =....›. (2)2 X 4 BLKG AT EACH END 7 •N. -"---- GYP BD @ JAMB BEYOND VERIFY ••• 1 HOUR ASSEMBLY <> 0 .1 --.,,, -f ---..„„.,...„ WITH MFR I -tor, , , Ill ,L.- 20"X 30"1-HOUR SEE SECTION _ ___I INSULATIONI RATED PRE- **---- BIFOLD DOOR •• I . - - - - ----J:: i 0 MANUFACTURERED , i I 48, ACCESS HATCH BEDROOM CLOSET ,..• L.__ ___. __I :-:: 11:- . , .. SEE PLAN SEE PLAN ,- ,7 ,I,... TOP OF FEC TO BE : / . *------1 /1"..-• 4'-6"ABOVE ' FINISHED FLOOR 16 SEM1-RECESSED FRE EXTINGUISHER CABINET ii PLUMBING PENETRATIONS AT 1-HR WALLS 7 RATED ATTIC ACCESS HATCH . 3 INTERIOR BIFOLD DOOR HEAD ... A8.11 SCALE: 3"= V-0" A8.11 SCALE: 1 1/2"= V-0" A8.11 SCALE: 1"= 1'-O" A8.11 SCALE: 3"= 1-0" , . 26 GA METAL DUCT-FIRE 3/4"MIN WOOD CAULK PENETRATION AT • SHEATHING UNDER TUB / FIRE PROTECTED/ .., _ •. _ .• . • •„, _ • • ..• - _. • _ - • - • ..-• --•- - •• •• - - ••- 1-HR PR9TEmp TENTED GYPSUM BOX, .: TUB/SHOWER AWRRO5UMN"DTYPETUB A'XT'GYPRATEDBD T jrN EA 1)1 N (2)LAYERS 5/8"'n'PE'X'GYP BD ON 2 x BLOCKING AT JOIST BAY ENDS, ON 2 X FLAT FURRING AT FLOOR SEE MECHANICAL,TYP , . .- I ENCLOSURE WALL ONLY,TYP SEE PLAN NN-,,,.,-----.. \ , i Li ; . . rjil SEE SECTION BEDROOM ' I -, CLOSET ,., .-. •g.1_ - .4t * , .--.: AND ON SIDES OF FLOOR JOISTS 41 FILL VOID BETWEEN DRAIN . 4,1 tc•io- .7 PIPE PER UL SYSTEM NO. \,., ' SEE . _ F-C-2204 \-- : PLAN : • trat ,)) .*,44(.,a3.j14ar, ' •i ' 1111 1L -- -- '1.-1 DOUBLE 2X UNLESS 4•1*, 3720 'BRIANRiEENERVI 3/4"PLYVVOOD OR 1-HR , . OTHERWISE NOTED ON 5/8"GYPSUM BOARD Li SEE SECTION WALL , STRUCTURAL DRAWINGS .., _ •• . . _ .".. '. , ... .: PATCH PER UL ‘'.' •. • It( (1 0 I-———— -I ' ,, SYSTEM NO.F-C-2204 , . , TYPE'X'GYPSUM BOARD -c...> •<-> BYPASS DOOR TRACK %TLA . CONTINUOUS AT ,, : , : • . _ I , . ,.. ..„.,. , . .,,.,•; . .. , P-TRAP AT Fl . ' INTERSECTION OF . ' , , „ 1/4,, DRAIN \-- ., : . , RATED WALL AND NON- RATED WALL . . ' . ,; 0 I • .--- - LOCATION 941 , •t - vit.- --.. :=' r•-- ":'•:7a,., 2 IIPM11,11° IHIPIMIVIPIP rilWrif VA -:-.f T_YI'-: ....',i:.: „ - -1 1 x 3 PAINTED TRIM • a. \ if I SEE PLAN • : / . 1 x 1 PAINTED TRIM 4 NON-RATED • EXTEND(2)LAYERS OF 5/8" 1/2"x 3"NAILER _ __„...- BYPASS DOORS 71: TYPE'X'GYP BD PAST BLOCKING AT FLOOR Interior Details (,) WALL r.. TYPICAL FLOOR JOISTS, • RESILIENT CHANNELS TO GYP FRAMING AROUND FAN, ,.. -..:_\/\____ / _ F, SEE STRUCT BD CEILING,TYP ALL SIDES TYP GYP BD JAMB-TYP tNi BAY a FIRE CAULK AROUND FAN, /s TYP co - o -5 14 PLUMBING TRAP AT TUB ENCLOSURE io 1-HR WALL INTERSECTION 6 FIRE WRAPPED JOIST BAY AT BATH FAN 2 INTERIOR BYPASS DOOR HEAD A8.11 SCALE: 1"= V-0" A8.11 SCALE: 1 1/2"= V-0" A8.11 SCALE: 1 1/2"=1.-o" A8.11 SCALE: 3"= V-0" 2 x WOOD FRAMING MAY BE USED IN LIEU OF METAL FRAMING- MAINTAIN HEAD CLEARANCE 1.k...-7_1\/ ' 1-HR RATED -, N ., "k CEILING [REFER TO PLAN AND COORDINATE W/MECht a- ___ ---------- FINISH SURFACE 1-HR ENCLOSURE:(2)LAYERS 5/8"TYPE 'X'GYP BD W/FLAT 2 x 4 FRAMING AT EXTEND ATTIC ASSEMBLY \ 7 PROVIDE SOLID BLOCKING AT ] . :— INSULATION OVER --:7 TOP AND ALL SIDES ENCLOSURE • ,. SEE PLAN , co N SOFFIT FRAMING,TYP ;', A A ' TUB/SHOWER , 1 ------ o. ENCLOSURE A. 1 ---------- OUTLET BOX,TYP• . ., JAMB SIMILAR-SEE # Date Description 0 0 0 0 . • I • - , . •'-/ STRUCTURAL - -1, - Revisions co * . SEE PLAN . _ - --q•impor-- . --__ - -..... HEADER SIZE 0 :kk /1 SEE 14/A8.11 FOR . 1 ' _ INFORMATION AT APPROVED . `,.- , THIS LOCATION — --/\/ . NONCOMBUSTABLE ,• . I.• • , •..-‘ .• . .•.', . Z ,... 410111101111110 ..' m a. , FIRE STOP AROUND ;it ---/ '. ,;„....- PERPENDICULAR Date p .-t0D - i0n 1: i \I r _ - % . APLELNMETERMABTRIOANNE,TYP 0V- 7"--- 7----\. / — _ — JAMB CONDITION BB, KB,SM : -- -.'-:<--"' \ CASING,PAINT . i I/ ' -- MECHANICAL TYPE'X'GYP BD AT . , 2 < , ,, ' • -1,c--.- Designed By . , ,,, ., . - •-..- •- - --J-,• DUCTS,SEE ,„,......,,,,, RATED WALLS TO BE ' • , a. b ul <....„ • --. v---:- r- - - - -I - --, KJ,WY,NE,NM,ZD t MECHANICAL . CONTINUOUS BEHIND SEE PLAN • • -' CD a> , NI N N:'' I I ;,X \ Drawn By t- I. 4ETAL ANGLES,TYP , TUB/SHOWER L ce ti3 ' • 'N- BLOCKING .. ,• . ENCLOSURE . 0 = - ' I I - • DOOR CASING,PAINT BB,KJ , •a . 5/8"GYP BD ON 7/8"METAL HAT ' ' AT SOFFIT • . / • •/ : 4 CHANNELS AND 2 1/2"METAL STUDS - FRAMING ,.'- ' PROVIDE 3/4"PLYWD -ger- - .-.'e, ...'., \ ,:( . . -,4- — -1,--, ,.,., ..)-, -/. ,( Checked By • 0.) AT 24"OC W/METAL TRACK TOP& .-____v____. • UNDERLAYMENT .....w.... ' INTERIOR DOOR, E BOTTOM SUSPENDED FROM .__A, UNDER TUB FOR 1-HR ', ' -- - ^ .-' ' '''.' ' L-L1.__- _-7.- - -.,.-.,_ -.,-r.± Li-iiJ - J " - ---- - - 1 , SEE DOOR 17857 8 CEILING AND WALL FRAMING , • ; J RATED,DOUBLE LAYER 2x-CONTINUOUS — SCHEDULE Project Number ....-4:: : ,,, WOOD FLOOR/ BLOCKING @ ROOF SEE SECTION . -0 FIN FLR tr ef ' SEE CEILING ASSEMBLY "- a FRAMING MEMBER,TYP — -'6:, -. .•••••••-• • , , - • ,- - •-• .,. • TO CEILING GYP BD PLAN I 1 i FIRE CAULK AROUND .--- EXTEND ENCLOSURE GYP B O ID , co RECESSED FIXTURE,TYP . ELETRICAUMEMBRANE TYP ALL SIDES .4.5 Sheet Number 9 PENETRATION AT 1-HR WALL 6 RATED RECESSED LIGHT FIXTURE 1 TYP INTERIOR DOOR HEAD (JAMB SIM) Copyright 2016 0 hi 17 SOFFIT AT MECH DUCTWORK 13 RATED WALL & FLOOR AT TUB ENCLOSURE , ir . If this drawing is lass than36”,it has _ 5 A8.11 SCALE: 1 1/2"=1-0" A8.11 SCALE: 1 1/2"=V-0" A8.11 SCALE: 1 1/2"=l'41" A8.11 SCALE: 1 1/2"=V-0" A8.11 SCALE: 3"= V-0" been reduced.Scale accordingly. a) . CC SEE PLAM SIDE AND BACKSPLASH, - SECTION � TYP(UNO) _ tD - 1 =m GARAGE DOOR • COUNTERTOP AND OVERHEAD J _ = TRACKS = \ -_ �',I - - - 1 SEE PLAN s; . - . . -.1 ,- 0 FRONT EDGE-TYP •- I� „ GARAGE DOOR I \ I } ar....................,— .......�, - IN OPEN a a • �uvs a •.__,._�,..._.� .v ..,i ii o� mr. . --\,L . • r ,.-L -.,w\;)�'ir I' z ' r +,t POSITION ..._ _,. - - _ 1 l �� a.w., _ 3� >- 3 • METAL -�- - - - =�- = �� _ .- �_ � ..._ ._. ,\� y QO � ,, �� .t __ - _�� N / ! I S I. / f INSULATE WRAP PIPES AS • SUPPORT I • I ._ u_ NOTED ON INTERIOR ANGLES - - --- \� -- - - i - - �` 4 :---/>11 ELEVATIONS FASTENED TO I I ., FLOOR JOISTS I / N. I f' .� 2"X 2"X 1/8"X 1'-8"LONG / \ < ��� rtilliMPIP �� ; BRACKETS AT 3'-0"OG MAX(TO tak Architec SInc OR BLOCKING _ _ �- = : = -� - - = - _ /pip ..,. ,> I NEXT BRACKET OR WALL PER MFR - - - / - \ - - - • I, ��� CLEAT}SCREWED TO STUDS IN 808 SW 3rd Ave, Suite 300 • REQUIRE- I // N\ I i 2 i \ WALL AND UNDERSIDE OF (f4COUNTER-(3)SCREWS PER Portland, OR 97024 MENTS _ - �- = =' ; _ I - 1.o tu /'� LEG JOISTS ABOVE \ T _ ' .• ,, _ _ _ _ . ... - ► / ' .. :.,. _ �/' Phone 503.287.6825 7:: / \ ,,,.,� . +► Fax 503.415.2304 CEILING - _ -- ..,_ ___ _ �I • in AT LOCATIONS OF REMOVABLE SEE WALL DASHED-SEE - - - - *•-- SECTIONS ~� ^ CABINETS,SLOT CABINET BACK STRUCTURAL --.. '- - - - - - _ 17- - T r N BOX PRIOR TO INSTALLATION OF A8.12 FLOOR BRACKETS FOR SUPPORT River Terrace - BRACKETS fN ORDER THAT DOOR FLOOR GYPSUM BOARD CABINET MAY BE REMOVABLE OPENER FOR RATING TO BUTT SEE PLAN •` t. FIN CLG ,,.� -' it IN THE FUTURE East-Clubhouse i �Se - TIGHTLY TO WALL TOP /' 8 -2"i ► ca ` u PLATES EXHAUST DUCT : NON-RATEDWALL BATHROOM EXHAUST FAN �/ DOUBLE 2 X TOP PLATES 2x SOFFIT FRAMING East Side of SW Roy 16 GARAGE DOOR & OPENER REFL CEILING PLAN 12 1-HR FLOOR/NON-RATED WALL INTERSECTION 8 SOFFIT AT BATHROOM CEILING FAN • 4 COUNTER AT REMOVABLE CABINET Rogers RD, Tigard, OR A8.12 SCALE: 3/8"= 1'-0" A8.12 SCALE: 1 112"= l'-0" A8.12 SCALE: 1 1/2"=11-0" A8.12 SCALE 1"=1'-0" 1'-2" MELAMINE SHELF .,.yr '` WI FACTORY ..7: .EDGE AT FRONT 1'-0" l- EDGE •i'•1 07 Z N �•` , LU West Hills ) co 'i i U 1"DIA.WOOD ROD - ` Development ICI It U -. 735 SW 158th Ave., a ROD SUPPORT BRACKET Beaverton, OR 97006 ACCESSIBLE WATER CLOSET-LEASING OFFICE 54"MIN TYPE A LAUNDRY EQUIPMENT b WHERE REQUIRED ." .�- , " 12" _ 42"MIN io < lx MDF CLEAT,PAINT ;.sem • MAX . n ., 39"-41" u- PROVIDE INTERMEDIATE SHELF ,•p i I ¢ SUPPORTS WHERE REQUIRED - 0 I I i I GYP BD,PAINT 36"MIN i I z • 42"MAX �, . I I 2 24"MIN I I to -i• .'- I d -- 12" i I I I 2 MIN I I I I i� TO CONTROLS r I 51ct rC ��� 3�—/` i `c I ���� 0� 1 I 0 CLOSET SHELF/ROD I I 1 ' /' A8.12 SCALE: 3"= 1'-0" 71I - //`/ DISPENSER / INSTALL / PLACEMENT AREA ) i PEDESTAL AS rtoi 1 J i° / NECESSARY TO 44 FLUSH MI d ¢ t1:1 / �� ACHIEVE 15" ca VARIES '.), V M LEVER ON <? M 2 % MINIMUM TO BO '• SEE PLAN co WIDE SIDE w d � OPENING IL d Y p OF WC111 in Ir 05 i ,rf r ACC WATER )+ REAR GRAB BAR SIDE GRAB BARS I. TOILET PAPER DISPENSER FRONT-LOADING WASHER/DRYER " WITH MELAMINE EDGE G FACTORY EDGE AT CLOSET(WC) FRONT EDGE 1 y, :..- b ... • •TYPE A/TYPE B WATER CLOSET TYPE B WATER CLOSET(ALTERNATIVES) 3720 , A., 1 x 2 MDF CLEATS AT WALL & BRIAN R.F EENE4 NOTE:GRAB BARS SHOWN FOR NOTE:PERMITTED WHERE LAV NOTE:GRAB BARS SHOWN FOR 4 / W/45 DEGREE ANGLE CUT AT a I (i''' 11 e REFERENCE ONLY,ONLY BLOCKING OVERLAPS GRAB BAR AREA REFERENCE ONLY,ONLY BLOCKING O FRONT EDGE,TYP �:� � REQ'D REQ'D - -' L, 40"CLR `- %0 TLA TO ACCOMMODATE i "' 10 FIXTURE MOUNTING • i ' r 36"MIN 54"MIN I 24"MIN L o1„ .• , 18"CLR 18"CLR _' 12" ' 42"MIN L • 12" . 24"MIN `^ of .P _ II J1 +� CL, ; •15 3/4" 12" per` 12' L 24")MIN MIN MAX " L 15 3/4" (, 15 314" I -r `� MIN •,�- '• 4 , ' `, MIN • 3 i ivi �._ �y _r =J; r. t' I Interior Details I I ' ; , ; I ; , I I G 10 I F t I GI 'r ! ! ;, I .; o co CO Co (0 e_--� � .__, .. t 1 M t`9 J M J M M 1 1 ' r c'`> ,,,.- r .1 , ...i .1 t J r , , 3 f7 CU •,� �1 FLUSH Q FLUSH ( ¢ .• Q -h FLUSH ' io _' FLUSH ( "1,—'', -. iii N LEVER ON M LEVER ON 2 M co LEVER oN j `' c`i LEVER ON •i p WIDE SIDE I W WIDE SIDE I W cc WIDE SIDE WIDE SIDE i •�_, o oFWc I oFwc 0 CC CC oFwc 3 3II oFwc11111 2 UNIT SHELVING o. •rSTD WATER REAR GRAB BAR I REAR GRAB BAR(ALT) SIDE GRAB BAR SIDE GRAB BAR---e ,' •� SWING-UP GRAB BARS ,• REAR&SWING-UP GRAB BAR A8.12 SCALE: 314"=1'-0" CLOSET(WC) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) (ALT-TYPE B ONLY) PREENGINEERED WOOD TYPE B BATHTUB PLAM COUNTERTOP, 1'-0' JOIST-SEE STRUCTURAL _ AND TILE SIDESPLASH, - e� GARAGE DOOR METTAAGE DOOR L SUPPORT NOTE:GRAB AND BACKSPLASH,TYP Al- L` 4 U ... I PERFORATED .�I ANGLE FASTENED TO BARS SHOWN 4"MAX 1: -� -- INSTALL ELECTRICAL MAX-- IV INSTALLATION ANGLE .__. CEILING ANGLE PER FOR tin24"MAX 24"MIN 12" OUTLET OR SWITCH FASTENED TO N MANUFACTURER'S REFERENCE , , 15 PREENGINEERED -\\, \ REQUIREMENTS WITH ONLY,ONLY • • MAX • r -� P °' MANUFACTURE'S BLOCKING t.� 1v I I -%--- BOX HORIZONTALLY Date Description CO WOOD JOISTS ORlip I I L I" Revisions BLOCKING PER t S VIBRATION ISOLATION REQ'D • z I U KIT OPTION ; - I_, I 24"MIN ,, SEE PLAN JANUARY 12,2017 MANUFACTURE'S • u) REQUIREMENTS -•- j - I , i Date co 1 i z BB,KB,SM • _ _ _ _ N..._. t;' Designed 9 By c� ° s _ o r-r .._ __..<�1 GYPSUM �,� GARAGE DOOR OPENER o L :I y °' b Q N \ WALLBOARD,TYP DWYawn gy E,NM,ZD C Cl)to 6tis METAL SUPPORT ANGLE o .a c� 2 x 6 WOOD STUDS > FASTENED TO GARAGE o ` , O 7.9.. ', ¢ ¢ 16"OC BB,KJ E DOOR OPENER PER ° cr c' �� Checked By MANUFACTURER'S ,, '" "� GARAGE DOOR - �� oa REFER TO INTERIOR KITCHEN , 17857 § REQUIREMENTS WITH OPENER 8?r„ 6 cr _____)--- MANUFACTURE'S Project Number 0 • VIBRATION ISOLATION KIT ADDITIONAL R -15 TYPE A/TYPE B TYPE A/TYPE B TYPE A/TYPE BI - INFORMATION OPTION BATHTUB _ (CONTROL WALL) (HEAD WALL) ->-<" • (BACK WALL) A8 _N _ I 2 .D • •" Sheet Number 17 GARAGE DOOR OPENER SECTION 5 .FIXTURE MOUNTING 1 UNIT KITCHEN BAR Copyright 20160 Lt A8.12 SCALE: 1"= 1'-0" A8.12A8.12 • been reduced Scale accordingly. SCALE:- 1/2"= 1'-0" SCALE: 1"=V-0" If this drawing is less than lex 36;it has w IX ..